ENHANCED EARLY STRENGTH ADDITIVE

[0001] This application is a continuation in part of U.S. application Ser. No. 18/983,850 filed Dec. 17, 2025 which claims priority to U.S. Provisional Application No. 63/717,554 filed Nov. 7, 2024, the disclosures of which is incorporated by reference in their entirety.

[0002] In well cementing, such as well construction and remedial cementing, cement slurries are commonly utilized. Cement slurries may be used in a variety of subterranean applications. For example, in subterranean well construction, a pipe string (e.g., casing, liners, expandable tubulars, etc.) may be run into a well bore and cemented in place. The process of cementing the pipe string in place is commonly referred to as “primary cementing.” In a typical primary cementing method, a cement slurry may be pumped into an annulus between the walls of the well bore and the exterior surface of the pipe string disposed therein. The cement slurry may set in the annular space, thereby forming an annular sheath of hardened, substantially impermeable cement (i.e., a cement sheath) that may support and position the pipe string in the well bore and may bond the exterior surface of the pipe string to the subterranean formation. Among other things, the cement sheath surrounding the pipe string functions to prevent the migration of fluids in the annulus, as well as protecting the pipe string from corrosion. Cement slurries also may be used in remedial cementing methods, for example, to seal cracks or holes in pipe strings or cement sheaths, to seal highly permeable formation zones or fractures, to place a cement plug, and the like.

[0003] The term “waiting-on-cement” (WOC) refers to time that is spent after a cement slurry is introduced into the wellbore while waiting for the cement slurry to cure to develop compressive strength which is high enough to continue wellbore construction operations. Allowing the cement slurry to cure and develop sufficient compressive strength before continuing operations is an important step in effective zonal isolation. The time spent waiting on cement to set before resuming drilling or other operations can be costly and result in excessive non-productive time. Other issues may arise as well during the time it takes the cement to transition from the fluid to solid state. These issues include formation fluids entering the annulus and contaminating the cement and increased chances for gas migration. Therefore, reducing the amount of time required for cement to reach sufficient mechanical strength for drill-out and continuing construction operations is directly correlated with time and cost savings and effective zonal isolation.

[0020] The present disclosure may generally relate to enhanced reactivity pozzolans (also referred to as increasing pozzolanic activity) and the use of enhanced reactivity pozzolans as an early strength enhancing additive in cement compositions. More particularly, embodiments may be directed to methods of preparing cement slurries with enhanced reactivity pozzolans which have the property of increased early compressive strength as compared to the same cement slurry prepared without the enhanced reactivity pozzolan.

[0021] One advantage of utilizing enhanced reactivity pozzolans as an early strength enhancing additive is that cement slurries which are prepared with the enhanced reactivity pozzolan exhibit increased early compressive strength without commensurately reducing the pump time or thickening time of the cement slurry. An example technique for determining whether a cement slurry is in a pumpable fluid state may use a high-temperature high-pressure consistometer at specified pressure and temperature conditions, in accordance with the procedure for determining cement thickening times set forth in the afore-mentioned American Petroleum Institute (API) Recommended Practice (RP) 10B-2 Second Edition, Apr. 1, 2013). The thickening time may be the time for the treatment fluid to reach 70 Bearden units of consistency (“Bc”) and may be reported in time to reach 70 Bc. The use of enhanced reactivity pozzolans as early strength enhancing additives advantageously allows for the decoupling of early compressive strength development from thickening time, thereby allowing for formulation of cement slurries which have relatively higher early compressive strength development without also having a shorter thickening time.

[0022] As used herein, “enhanced reactivity pozzolan” refers to a pozzolan product produced by a method which includes contacting a starting pozzolanic material with a catalyst material and other optional reagents and allowing the starting pozzolanic material to further react with the catalyst material during the course of an induction period to form the enhanced reactivity pozzolan. The catalyst material includes a material that reacts with the starting pozzolanic material to produce reaction products which include cementitious compounds and/or compounds which can participate in cementitious reactions. Different reaction products may be present on a surface of the enhanced reactivity pozzolan during the induction period. Some reaction products may be formed and later consumed as the reactions between the catalyst material, starting pozzolanic material, and/or reaction products proceeds.

[0023] The enhanced reactivity pozzolan has an observed increase in early compressive strength over time as compared to the starting pozzolanic material when included in a cement slurry and tested adhering to standards such as those outlined in American Petroleum Institute (API) Recommended Practice (RP) 10B-2 Second Edition, Apr. 1, 2013), which provides guidelines for testing oil well cements. The reaction with the catalyst material may also enhance other properties of the starting pozzolan, such as improved rheologies in cement slurries prepared with the enhanced reactivity pozzolan. In some embodiments, the catalyst is consumed during the reaction with the starting pozzolanic material.

[0024] In some embodiments, the starting pozzolan is contacted with the catalyst material such that the induction period takes place during a point in the supply chain of mining, processing, transportation, and/or delivery of the pozzolan such that the enhanced reactivity pozzolan is produced as part of the supply chain.

[0025] Pozzolans are typically mined from natural deposits such as volcanic ash, natural glasses, and tuffs. Suitable pozzolan deposits may be identified through geological surveying, for example, to identify pozzolans which meet physical criteria for inclusion in a cement such as silica content and reactivity. The pozzolan deposits may be mined in open bit mining where heavy machinery excavators, bulldozers, and front-end loaders may be used to remove an overburden material covering the pozzolan and then to extract the pozzolan material. In some cases, the pozzolan material may be extracted using blasting to break the pozzolan material into smaller pieces and/or utilizing a drilling rig or direct digging to mine the pozzolan material. In some embodiments, the pozzolan material may be mined in underground mines utilizing techniques such as room and pillar mining and/or drilling vertical and horizonal tunneling to reach pozzolan deposits.

[0026] After mining the pozzolan material, pozzolan material is typically loaded into heavy machinery such as dump trucks, large haul trucks, and/or front-end loaders directly at the mine face or pit. These vehicles may transport the material from the excavation site to a nearby processing plant or stockpile area. In some embodiments, a primary crusher is utilized before moving the pozzolan material from the mining site. In some embodiments, a fixed or mobile belt is utilized to transport crushed or coarsely broken materials from the mining site to the processing plant or stockpile area.

[0027] In some embodiments, the mined pozzolan material is contacted with the catalyst material before mining and/or shortly after mining the pozzolan material. In further embodiments, the mined pozzolan material is contacted with the catalyst material before being loaded into heavy machinery and transported to the processing plant or stockpile area. In some embodiments, the catalyst material is contacted with the pozzolan material before or after a primary crusher. In alternative embodiments, the catalyst material is contacted with the pozzolan material in the primary crusher. In embodiments, the catalyst material is contacted with the pozzolan material after a primary crusher while the pozzolan material is transported on a fixed or mobile belt. In further embodiments, the pozzolan material is contacted with the catalyst material while in storage at a stockpile area and/or contacted before entering the processing plant. Thus, the induction period may begin, for example, shortly after the pozzolan material is mined and/or transported.

[0028] After mining, the pozzolan material undergoes a series of processing steps, such as in a processing plant, to produce a pozzolan product with physical properties which are suitable for the intended use of the pozzolan product, such as inclusion in a cement slurry for a cementing application. In embodiments, the mined pozzolan material is crushed to reduce an average particle size of the pozzolan material. The crushing step can be performed with jaw crushers, conc crushers, or impact crushers, for example, depending on the pozzolan material's properties. Several crushing stages may be implemented to reduce the average particle size of the pozzolan material for processability. In some embodiments, the mined pozzolan material is transported by a conveyance from a stockpile area to the crushing step and/or transported from the crushing step using a conveyance. Typical conveyance means used in pozzolan processing include conveyor belts, elevators or bucket conveyors, and pneumatic conveyance. In embodiments, the pozzolan material is contacted with the catalyst material before or after the crushing step, such as for example, while being transported by a conveyance into or in between crushing stages. In further embodiments, the catalyst material is contacted with the pozzolan material within one or more crushing stages.

[0029] In further embodiments, after crushing, the pozzolan material may be ground such as in a ball mill or vertical roller mill, to produce a finer pozzolan material. The pozzolan material is typically ground to a size where the pozzolan material has sufficient reactivity for its intended use as the reaction rate depends in part on the fineness of the pozzolan material. In embodiments, the pozzolan material is ground through several grinding steps to produce a pozzolan material with the desired fineness. In some embodiments, the pozzolan material from the crushing step transported by a conveyance from the crushing step to the grinding step using a conveyance. In embodiments, the pozzolan material is contacted with the catalyst material before or after the grinding step, such as for example, while being transported by a conveyance into or in between grinding stages. In further embodiments, the catalyst material is contacted with the pozzolan material within one or more grinding stages.

[0030] In further embodiments, after grinding, the pozzolan material may introduced into a screen or classifier to separate the particles of the pozzolan material into different sizes thereby providing a pozzolan material with a narrower particle size distribution comprising a desired fraction of the pozzolan material. In some embodiments, the pozzolan material from the grinding step transported by a conveyance from the grinding step to the screening step using a conveyance. In embodiments, the pozzolan material is contacted with the catalyst material before or after the screening step, such as for example, while being transported by a conveyance into or in between screening stages. In further embodiments, the catalyst material is contacted with the pozzolan material within one or more screening stages.

[0031] After undergoing processing by one or more of the steps described above, the pozzolan material may be transported from the processing plant to storage or shipping. For example, the pozzolan material may be transported from the processing plant utilizing a conveyance such as belts, elevators or bucket conveyors, and/or pneumatic conveyance. In embodiments, the pozzolan material is contacted with the catalyst material before or during the transportation of the pozzolan material from the processing plant. In embodiments, the pozzolan material is stored in suitable containers including tanks and silos before being further transported. In embodiments, the pozzolan material is loaded onto a railcar including hopper cars and/or covered gondolas for shipping. In further embodiments the pozzolan material is loaded into bulk carriers, barges, or container ships which may include conveying the pozzolan material into the ship's holds. In some embodiments, the pozzolan material is loaded into containerized trucks for shipping. In smaller scale or retail distribution, the pozzolan material may be bagged or stored in silos. In embodiments, the pozzolan material is contacted with the catalyst material before or after the transportation from the processing plant, such as for example, while being transported by a conveyance. In further embodiments, the catalyst material is contacted with the pozzolan material as the pozzolan material is prepared for shipping, such as before or during loading the pozzolan material into a railcar, marine vessel, truck, or storage silo, or example.

[0032] Thus, the pozzolans may be contacted with the catalyst material at any point in the pozzolan supply chain such that the induction period during which the reaction between the catalyst material and the pozzolan occurs, may begin at any point in the pozzolan supply chain. The reactions between the catalyst material and the starting pozzolan material produce reaction products which may be present on a surface of the enhanced reactivity pozzolan. Some reaction products may be formed and later consumed as the reactions between the catalyst material, starting pozzolanic material, and/or reaction products proceeds. Thus, the composition of the enhanced reactivity pozzolan may change throughout the induction period until the induction period ends. In embodiments, the induction period may occur entirely within a processing plant such as when the starting pozzolan material is contacted with the catalyst material during one or more of the processing steps and/or in between processing steps. In some embodiments, the induction period may occur entirely during storage or transportation of the enhanced reactivity pozzolan such as when the starting pozzolan material is contacted with the catalyst material before or during one or more of the transportation, storage, or shipping steps. In further embodiments, the induction period occurs during the one or more of processing, storing, and/or shipping the pozzolan material.

[0033] In embodiments, the induction period can occur during shipping of the enhanced reactivity pozzolan. For example, if a starting pozzolan is contacted with a catalyst material prior to or during loading the pozzolan material into a railcar, water faring vessel, or truck, advantageously the induction period may take place during the shipping of the material thereby providing the enhanced reactivity pozzolan when the material is delivered.

[0034] Thus, the disclosed method to produce the enhanced reactivity pozzolan may be integrated into the existing pozzolan supply chain in a manner which does not disrupt the supply chain. After contacting the pozzolan with the catalyst material, the treated pozzolan remains as a free-flowing material thereby allowing the treated pozzolan to be conveyed throughout the pozzolan supply chain by conventional means. The methods to produce the enhanced reactivity pozzolans have many advantages, including that the contacting step can be performed on-the-fly as the pozzolan is conveyed through the supply chain without disrupting the flow of pozzolan, and the reaction induction period can occur in transport storage eliminating a separate material storage step. Thus, the method to produce the enhanced reactivity pozzolan can be integrated into the pozzolan supply chain without changing the material handling of the pozzolan material, while providing a pozzolan with enhanced benefits when included in cement compositions as compared to the starting pozzolan.

[0035] FIG. 1 is a block flow diagram of a method 100 for preparing an enhanced reactivity pozzolan. As shown in FIG. 1, method 100 begins at block 102 where a starting pozzolanic material is contacted with a catalyst material to form a treated pozzolanic material. In embodiments, the starting pozzolanic material is contacted with the catalyst material by spraying the catalyst material onto the starting pozzolanic material. In embodiments, the catalyst material is contacted with the starting pozzolanic material while the starting pozzolanic material is being conveyed at a point in the pozzolan supply chain, such as during pneumatically conveying the pozzolan. In embodiments, the catalyst material is sprayed onto the starting pozzolanic material while the pozzolanic material is pneumatically conveyed. In some embodiments, the catalyst material is contacted with the starting pozzolanic material by spraying, spin coating, fluidized bed coating, packed bed coating, dip coating, and/or where starting pozzolan is added to a catalyst solution to form a slurry and dried using a rotary drum.

[0036] From block 102, method 100 proceeds to block 104 where the treated pozzolanic material is conveyed to a storage container, which provides short-term storage and/or long-term storage. In embodiments the pozzolanic material is conveyed to a storage container such as a silo, a railcar, a barge, and/or a truck for transportation. The silo may be a fully enclosed container or a container open to the environment. Blocks 102 and blocks 104 can also be combined in embodiments, such that the contacting between starting pozzolan and catalyst material occurs in the storage container itself, such as near the vicinity of an oil and gas well.

[0037] From block 104, method 100 proceeds to block 106 where the treated pozzolanic material is reacted for an induction period, such as in the storage container in block 104, where the catalyst material further reacts with the starting pozzolan to produce the enhanced reactivity pozzolan. From block 106, method 100 proceeds to block 108 where the enhanced reactivity pozzolan is recovered and delivered to an end user ready for inclusion in a cement composition. In embodiments, the enhanced reactivity is recovered after the induction period and collected and or stored for later use and delivery. In further embodiments, the recovered enhanced reactivity is prepared for delivery to a customer such as by bagging, binning, containerizing, or otherwise storing the recovered enhanced reactivity pozzolan.

[0038] The enhanced reactivity pozzolan has several advantages including that the enhanced reactivity pozzolan can be included in cement slurries to enhance early strength development of the cement slurry. Additionally, the enhanced reactivity pozzolan has greater reactivity at lower temperatures as compared to the starting pozzolan used to produce the enhanced reactivity pozzolan. The enhanced reactivity pozzolan can also have upgraded higher reactivity at larger particle sizes. The reaction of the catalyst material with the starting pozzolan also increases the sphericity and roundness of the pozzolan particles providing better rheological properties when included in a cement slurry as compared to starting pozzolan particles and provides a more flowable powder. Some methods of contacting the catalyst material and the starting pozzolanic material produce agglomerates of enhanced reactivity pozzolan, where the size of the agglomerates can be adjusted by an agitation step.

[0039] As discussed above, the reactivity of pozzolans is determined indirectly by creating a test mix where the pozzolan either replaces part of the cement or is added to the cement mixture or slurry and testing the mix's compressive strength according to API RP 10B-2. A pozzolan exhibiting upgraded reactivity leads to an improvement in compressive strength when compared to the starting pozzolanic material when included in the same fraction in the test mix. Similarly, an enhanced reactivity pozzolan has a higher reactivity as compared to the starting pozzolan utilized to make the enhanced reactivity pozzolan.

[0040] Pozzolans are typically classified as materials containing siliceous and/or aluminous constituents, which react with water and calcium hydroxide (or calcium ions and/or hydroxide ions from other sources) to form a set composition. Any suitable starting pozzolan may be utilized in the present application to produce enhanced reactivity pozzolan, including for example, pozzolan comprises at least one pozzolan selected from the group consisting of fly ash, volcanic ash, tuft, pumicites, fumed silica, precipitated silica, high surface area silica, silica fume, slag, lime ash, perlite, silicate glass, soda-lime glass, soda-silica glass, borosilicate glass, aluminosilicate glass, volcanic rock, calcined clays, as metakaolin, partially calcined clays, mine tailings, recycled glass, bottom ash, cenospheres, bioashes, agricultural waste ash, silica flour, crystalline silica, cement kiln dust, glass bubbles, diatomaceous earth, zeolite, shale, vitrified shale, ground vitrified pipe, and combinations thereof.

[0041] While the present list of suitable starting pozzolans is non-exhaustive, any pozzolan may be suitable for the processes described herein to produce enhanced reactivity pozzolan including any pozzolan which is suitable for use in an oilwell cement and/or spacer fluids.

[0042] The catalyst material may impart several properties to the starting pozzolanic material (such as by modifying the surface structure and/or surface composition) to form the enhanced reactivity pozzolan, including without limitation, surface etching, formation of nucleation sites, formation of microcrystalline calcium silica hydrate on the surface, dissolution of silicates to form more reactive silicate species, and others. Without being limited by theory, the starting pozzolanic material may undergo geopolymeric reactions with the catalyst material to form geopolymeric products on a surface of the starting pozzolanic material. The enhanced reactivity pozzolan has upgraded reactivity from the starting pozzolanic material. The upgraded reactivity is observed indirectly by creating a test mix where the pozzolan either replaces part of the cement or is added to the cement mixture or slurry. Following the preparation, the mix's compressive strength is tested after a designated curing period, adhering to standards such as those outlined in American Petroleum Institute (API) Recommended Practice (RP) 10B-2 Second Edition, Apr. 1, 2013), which provides guidelines for testing oil well cements. The observed increase in compressive strength over time serves as an indirect measure of the pozzolanic activity, indicating the formation of additional cementitious compounds from the pozzolanic reactions. A pozzolan exhibiting upgraded reactivity leads to an improvement in compressive strength when compared to the starting pozzolanic when included in the same fraction in the test mix.

[0043] The enhanced reactivity pozzolan is derived from allowing the enhanced reactivity pozzolan to be utilized in a wider variety of cement designs than the corresponding starting pozzolanic material. The process described herein may be utilized to upgrade pozzolans to higher reactivity pozzolans thereby increasing the value of the lower reactivity pozzolan in cementing.

[0044] In embodiments, the catalyst material comprises one or more Group I hydroxides, such as lithium hydroxide (LiOH), sodium hydroxide (NaOH), and/or potassium hydroxide (KOH), dissolved in one or more solvents such as water, alcohols (e.g., methanol, ethanol, propanol, etc.), or any other solvent which can solvate the Group I hydroxides. In embodiments, the catalyst material further includes a divalent hydroxide such as magnesium hydroxide (Mg(OH)₂) and/or calcium hydroxide (Ca(OH)₂). In embodiments, the catalyst material further includes a trivalent hydroxide such as aluminum hydroxide (Al(OH)₃). In embodiments, the catalyst material includes both a divalent hydroxide and a trivalent hydroxide. The catalyst material can further include at least one Portland cement, calcium aluminate cement, alumina cement, gypsum cement, pozzolana cement, silica cement, triethanolamine, nano calcium-silicate-hydrate, sodium aluminate, sodium metasilicate, sodium phosphate, potassium phosphate, sodium hydrogen phosphate, potassium hydrogen phosphate, sodium dihydrogen phosphate, potassium dihydrogen phosphate, sodium borate, magnesium oxide, lithium nitrate, calcium nitrate, potassium nitrate, calcium bromide, calcium chloride, calcium formate, sodium bromide, sodium chloride, sodium formate, sodium nitrate, potassium chloride, potassium bromide, potassium formate, and combinations thereof. Other nitrates, borates, phosphates, oxides, chlorides, and bromides can also be used.

[0045] In embodiments, the starting pozzolan may be contacted with an amount of catalyst material such that the starting pozzolan remains in a pneumatically transferable powder form, and at a sufficient concentration to impart enhanced reactivity and greater cementitious properties (e.g. compressive strength) to the enhanced reactivity pozzolan as compared to the starting pozzolan. Advantageously, concentrated Group I hydroxide solution as a catalyst material reduces the overall volume of solution required to impart a desired increased reactivity to the starting pozzolan and reduces the agglomeration of the starting pozzolan particles such that the treated pozzolan particles remain in a pneumatically transferrable particulate form. Generally, the amount of water provided by the catalyst solution contacted with the starting pozzolan should be sufficiently below the water requirement of the starting pozzolan such that the starting pozzolan does not form a slurry.

[0046] In embodiments, where the catalyst material includes a solution of a Group I hydroxide and the solvent includes water, the concentration of Group I hydroxide in a catalyst solution may be in a range that is between approximately 1 molar (1 moles Group 1 hydroxide per liter of solution) at the lower bound of the range, to the solubility limit (saturation) of Group I hydroxide at the upper range. Other concentrations may be used in other embodiments.

[0047] In embodiments, the starting pozzolan is contacted with the catalyst solution in an amount of 0.01 grams of catalyst solution per gram of starting pozzolan to 0.5 grams of catalyst solution per gram of starting pozzolan. Alternatively, the starting pozzolan is contacted with the catalyst solution in an amount of 0.01 grams to 0.1 grams of catalyst solution per gram of starting pozzolan, 0.1 grams to 0.3 grams of catalyst solution per gram of starting pozzolan, 0.3 grams to 0.5 grams of catalyst solution per gram of starting pozzolan, or any ranges therebetween.

[0048] In further embodiments, the catalyst material includes particles of a Group I hydroxide containing hygroscopic water. In such embodiments, the starting pozzolan is contacted with the Group I hydroxide particles in an amount of 0.01 grams of Group I hydroxide particles per gram of starting pozzolan to 0.5 grams of Group I hydroxide particles per gram of starting pozzolan. Alternatively, the starting pozzolan is contacted with the Group I hydroxide particles in an amount of 0.01 grams to 0.1 grams of Group I hydroxide particles per gram of starting pozzolan, 0.1 grams to 0.3 grams of Group I hydroxide particles per gram of starting pozzolan, 0.3 grams to 0.5 grams of Group I hydroxide particles per gram of starting pozzolan, or any ranges therebetween.

[0049] In embodiments where the catalyst solution is formed from Group I hydroxide dissolved in a solvent, the starting pozzolanic material and the catalyst solution may be contacted by spraying the catalyst solution onto the starting pozzolanic material while agitating the starting pozzolanic material. In embodiments where the catalyst material includes particles of a Group I hydroxide particles containing hygroscopic water, the starting pozzolanic material and the Group I hydroxide particles may be agitated and mixed to coat the Group I hydroxide particles onto the particles of the starting pozzolanic material. The agitation may be provided by any suitable means such as a ribbon blender, fluidized mixer, a cone mixer, a conveyor belt, an Eirich mixer, a V blender, or any other mixer capable of agitating and mixing the starting pozzolanic material. In some embodiments the agitation is provided during pneumatic transfer of the pozzolanic material.

[0050] The starting pozzolanic material and catalyst material may be mixed for any suitable amount of time to disperse the catalyst material onto the surface of the particles of starting pozzolanic material. For example, the starting pozzolanic material and catalyst material may be mixed for a period of time in a range of about 1 second to about 24 hours. Alternatively, the starting pozzolanic material and catalyst material may be mixed for 1 second to 1 minute, 1 minute to 10 minutes, 1 minutes to 1 hour, 1 hour to about 2 hours, about 2 hours to about 5 hours, or about 5 hours to about 24 hours, or any ranges therebetween for example. The mixing process may be carried out at any temperature, for example ambient temperature. The mixing process may also be carried out at temperatures ranging from about 5° C. to about 80° C. Alternatively, from about 5° C. to about 20° C., about 20° C. to about 60° C., about 60° C. to about 80° C., or any ranges therebetween.

[0051] In embodiments, the catalyst solution includes a glycol, such as ethylene glycol, polyethylene glycol and/or propylene glycol, which can be utilized to control hydration of the starting pozzolanic material, reaction of the catalyst material with the starting pozzolanic material, and to reduce compaction of the starting pozzolanic material during the induction period.

[0052] After mixing, the starting pozzolanic material is allowed to react for an induction period to allow the catalyst material dispersed on the starting pozzolanic material to produce reaction products to produce the enhanced reactivity pozzolan. During the induction period, the pozzolanic material may be stirred either continuously or intermittently or may be kept in a quiescent state. The starting pozzolanic material can be stored for any suitable induction period such as a period of time in a range of from 1 day to 1 year. Alternatively, the starting pozzolanic material is stored for an induction period of from 1 day to 3 days, 3 days to 1 week, 1 week to 2 weeks, 2 weeks to 3 months, 3 months to 1 year, or any ranges therebetween. The induction period may be carried out at any suitable temperature, for example ambient temperature, or temperatures ranging from about 5° C. to about 80° C. Alternatively, from about 5° C. to about 20° C., about 20° C. to about 60° C., about 60° C. to about 80° C., or any ranges therebetween. During the induction period, the starting pozzolanic material is further reacted to form the enhanced reactivity pozzolan. Optionally, the pozzolanic material is dried using heat or air, for example, during and or after the induction period.

[0053] In embodiments, the pozzolanic material is continuously or intermittently agitated during the induction period. The agitation may be provided by any suitable means such as a ribbon blender, fluidized mixer, a cone mixer, a V blender, or any other mixer capable of agitating and mixing the starting pozzolanic material. In some embodiments the agitation is provided during pneumatic transfer of the pozzolanic material.

[0054] Optionally, after the induction period the enhanced reactivity pozzolan may be further processed. As discussed above, some contacting methods may form agglomerates of enhanced reactivity pozzolan. In embodiments, the average particle size of the enhanced reactivity pozzolan is reduced, such as by milling, after the induction step to provide an enhanced reactivity pozzolan with a smaller particle size. In embodiments, the enhanced reactivity pozzolan is milled after the induction step to provide a powder with a d50 particle size distribution in which the average or mean size of the particle is 1 micron, 200 microns, or anywhere therebetween. In further embodiments, the enhanced reactivity pozzolan may have a d50 particle size distribution with an average or mean size from about 1 micron to about 200 microns, from about 5 microns to about 100 microns, or from about 10 microns to about 25 microns.

[0055] Cement slurries described herein may generally include a water and an enhanced reactivity pozzolan. In general, a cement slurry may be prepared by mixing a dry blend containing hydraulic cement and other dry components such as supplementary cementitious materials and enhanced reactivity pozzolan with water and liquid additives, if present. In embodiments, the cement slurry further includes a hydroxide source such as calcium hydroxide (CaOH₂) and/or a hydraulic cement. In embodiments, the cement slurry is substantially free of hydraulic cement and comprises water, a hydroxide source, an enhanced reactivity pozzolan, and supplementary cementitious materials. Without limitation, the enhanced reactivity pozzolan may be included in the cement slurries in an amount in the range of from about 0.1% to about 80% by weight of cement (BWOC) in the cement slurry. For example, the enhanced reactivity pozzolan may be present in at a point in a range of from 0.1% to 0.5% BWOC, 0.5% to 1% BWOC, 1% to 5% BWOC, 5% to 10% BWOC, 10% to 50% BWOC, 50% to 80% BWOC, or any ranges therebetween used to prepare a cement slurry.

[0056] A variety of hydraulic cements may be utilized in accordance with the present disclosure, including, but not limited to, those comprising calcium, aluminum, silicon, oxygen, iron, and/or sulfur, which set and harden by reaction with water. Suitable hydraulic cements may include, but are not limited to, Portland cements, pozzolana cements, gypsum cements, alumina cements, silica cements, and any combination thereof. In certain examples, the hydraulic cement may include a Portland cement. In some examples, the Portland cements may include Portland cements that are classified as Classes A, C, H, and G cements according to API Specification 10A Twenty-Fifth Edition, March 2019 the entirety of which is incorporated by reference herein. In addition, hydraulic cements may include cements classified by American Society for Testing and Materials (ASTM) in C150-07 (Standard Specification for Portland Cement) incorporated by reference herein, C595-08a (Standard Specification for Blended Hydraulic Cement) incorporated by reference herein or C1157-08a (Performance Specification for Hydraulic Cements) incorporated by reference herein such as those cements classified as ASTM Type I, II, III, IL, CL, or any other hydraulic cement suitable for a particular application. In embodiments the hydraulic cement includes Ordinary Portland Cement such as grade 33, grade 43, and/or grade 53. The hydraulic cement may be included in the cement slurry in any amount suitable for a particular composition. Without limitation, the hydraulic cement may be included in the cement slurries in an amount in the range of from about 10% to about 80% by weight of dry blend in the cement slurry. For example, the hydraulic cement may be present in an amount ranging between any of and/or including any of about 10%, about 15%, about 20%, about 25%, about 30%, about 35%, about 40%, about 45%, about 50%, about 55%, about 60%, about 65%, about 70%, about 75%, or about 80% BWOB used to prepare a cement slurry. In some embodiments, the cement slurry is a low-hydraulic cement slurry or a low-Portland cement slurry containing 50% BWOB or less of a hydraulic cement.

[0057] The water utilized in the cement slurries and/or the catalyst solution may be from any source provided that it does not contain an excess of compounds that may undesirably affect other components in the cement slurries and/or catalyst solution. For example, a cement slurry may include fresh water and/or saltwater. Saltwater generally may include one or more dissolved salts therein and may be saturated or unsaturated as desired for a particular application. Seawater or brines may be suitable for use in some examples. Further, the water may be present in an amount sufficient to form a pumpable slurry. In certain examples, the water may be present in the cement slurry in an amount in the range of from about 33% to about 200% by weight of the cementitious materials. For example, the water in the cement may be present in an amount ranging between any of and/or including any of about 33%, about 50%, about 75%, about 100%, about 125%, about 150%, about 175%, or about 200% by weight of the cementitious materials. The cementitious materials referenced may include all components which contribute to the compressive strength of the cement slurry such as the hydraulic cement and supplementary cementitious materials, for example.

[0058] As mentioned above, the cement slurry may include supplementary cementitious materials. The supplementary cementitious material may be any material that contributes to the desired properties of the cement slurry. Some supplementary cementitious materials may include, without limitation, fly ash, blast furnace slag, silica fume, pozzolans, kiln dust, and clays, for example.

[0059] The cement slurry may include kiln dust as a supplementary cementitious material. “Kiln dust,” as that term is used herein, refers to a solid material generated as a by-product of the heating of certain materials in kilns. The term “kiln dust” as used herein is intended to include kiln dust made as described herein and equivalent forms of kiln dust. Depending on its source, kiln dust may exhibit cementitious properties in that it can set and harden in the presence of water. Examples of suitable kiln dusts include cement kiln dust, lime kiln dust, and combinations thereof. Cement kiln dust may be generated as a by-product of cement production that is removed from the gas stream and collected, for example, in a dust collector. Usually, large quantities of cement kiln dust are collected in the production of cement that are commonly disposed of as waste. The chemical analysis of the cement kiln dust from various cement manufactures varies depending on a number of factors, including the particular kiln feed, the efficiencies of the cement production operation, and the associated dust collection systems. Cement kiln dust generally may include a variety of oxides, such as SiO₂, Al₂O₃, Fc₂O₃, CaO, MgO, SO₃, Na₂O, and K₂O. The chemical analysis of lime kiln dust from various lime manufacturers varies depending on several factors, including the particular limestone or dolomitic limestone feed, the type of kiln, the mode of operation of the kiln, the efficiencies of the lime production operation, and the associated dust collection systems. Lime kiln dust generally may include varying amounts of free lime and free magnesium, lime stone, and/or dolomitic limestone and a variety of oxides, such as SiO₂, Al₂O₃, Fc₂O₃, CaO, MgO, SO₃, Na₂O, and K₂O, and other components, such as chlorides. Cement kiln dust (CKD) may include a partially calcined kiln feed which is removed from the gas stream and collected in a dust collector during the manufacture of cement. The chemical analysis of CKD from various cement manufactures varies depending on a number of factors, including the particular kiln feed, the efficiencies of the cement production operation, and the associated dust collection systems. CKD generally may comprise a variety of oxides, such as SiO₂, Al₂O₃, FC₂O₃, CaO, MgO, SO₃, Na₂O, and K2O. The CKD and/or lime kiln dust may be included in examples of the cement slurry in an amount suitable for a particular application.

[0060] In some examples, the cement slurry may further include one or more of slag, natural glass, shale, amorphous silica, or metakaolin as a supplementary cementitious material. Slag is generally a granulated, blast furnace by-product from the production of cast iron including the oxidized impurities found in iron ore. The cement may further include shale. A variety of shales may be suitable, including those including silicon, aluminum, calcium, and/or magnesium. Examples of suitable shales include vitrified shale and/or calcined shale. In some examples, the cement slurry may further include amorphous silica as a supplementary cementitious material. Amorphous silica is a powder that may be included in embodiments to increase cement compressive strength. Amorphous silica is generally a byproduct of a ferrosilicon production process, wherein the amorphous silica may be formed by oxidation and condensation of gaseous silicon suboxide, SiO, which is formed as an intermediate during the process

[0061] In some examples, the cement slurry may further include a variety of fly ashes as a supplementary cementitious material which may include fly ash classified as Class C, Class F, or Class N fly ash according to API Specification 10. In some examples, the cement slurry may further include zeolites as supplementary cementitious materials. Zeolites are generally porous alumino-silicate minerals that may be either natural or synthetic. Synthetic zeolites are based on the same type of structural cell as natural zeolites and may comprise aluminosilicate hydrates. As used herein, the term “zeolite” refers to all natural and synthetic forms of zeolite.

[0062] Where used, one or more of the aforementioned supplementary cementitious materials may be present in the cement slurry. For example, without limitation, one or more supplementary cementitious materials may be present in an amount of about 0.1% to about 80% by BWOB used to prepare a cement slurry. For example, the supplementary cementitious materials may be present in an amount ranging between any of and/or including any of about 0.1%, about 10%, about 20%, about 30%, about 40%, about 50%, about 60%, about 70%, or about 80% BWOB used to prepare a cement slurry.

[0063] In some examples, the cement slurry may further include hydrated lime. As used herein, the term “hydrated lime” will be understood to mean calcium hydroxide. In some embodiments, the hydrated lime may be provided as quicklime (calcium oxide) which hydrates when mixed with water to form the hydrated lime. The hydrated lime may be included in examples of the cement slurry, for example, to form a hydraulic composition with the supplementary cementitious components. For example, the hydrated lime may be included in a supplementary cementitious material-to-hydrated-lime weight ratio of about 10:1 to about 1:1 or 3:1 to about 5:1. Where present, the hydrated lime may be included in the set cement slurry in an amount in the range of from about 10% to about 100% by weight of the cement slurry, for example. In some examples, the hydrated lime may be present in an amount ranging between any of and/or including any of about 10%, about 20%, about 40%, about 60%, about 80%, or about 100% by weight of the cement slurry. In some examples, the cementitious components present in the cement slurry may consist essentially of one or more supplementary cementitious materials and the hydrated lime. For example, the cementitious components may primarily comprise the supplementary cementitious materials and the hydrated lime without any additional components (e.g., Portland cement, fly ash, slag cement) that hydraulically set in the presence of water.

[0064] Lime may be present in the cement slurry in several forms, including as calcium oxide and or calcium hydroxide or as a reaction product such as when Portland cement reacts with water. Alternatively, lime may be included in the cement slurry by an amount of silica in the cement slurry. A cement slurry may be designed to have a target lime to silica weight ratio. The target lime to silica ratio may be a molar ratio, molal ratio, weight ratio, or any other equivalent way of expressing a relative amount of silica to lime. Any suitable target lime to silica weight ratio may be selected including from about 10/90 lime to silica (on a weight to weight basis) to about 40/60 lime to silica by weight. Alternatively, about 10/90 lime to silica by weight to about 20/80 lime to silica by weight, about 20/80 lime to silica by weight to about 30/70 lime to silica by weight, or about 30/70 lime to silica by weight to about 40/60 lime to silica by weight.

[0065] Other additives suitable for use in subterranean cementing operations also may be included in embodiments of the cement slurry. Examples of such additives include, but are not limited to: weighting agents, lightweight additives, gas-generating additives, mechanical-property-enhancing additives, lost-circulation materials, filtration-control additives, fluid-loss-control additives, defoaming agents, foaming agents, thixotropic additives, and combinations thereof. In embodiments, one or more of these additives may be added to the cement slurry after storing but prior to the placement of a cement slurry into a subterranean formation. In some examples, the cement slurry may further include a dispersant. Examples of suitable dispersants include, without limitation, sulfonated-formaldehyde-based dispersants (e.g., sulfonated acetone formaldehyde condensate) or polycarboxylated ether dispersants. In some examples, the dispersant may be included in the cement slurry in an amount in the range of from about 0.01% to about 5% by weight of the cementitious materials. In specific examples, the dispersant may be present in an amount ranging between any of and/or including any of about 0.01%, about 0.1%, about 0.5%, about 1%, about 2%, about 3%, about 4%, or about 5% BWOB used to prepare a cement slurry.

[0066] In some examples, the cement slurry may further include a set retarder. A broad variety of set retarders may be suitable for use in the cement slurries. For example, the set retarder may comprise phosphonic acids, such as ethylenediamine tetra(methylene phosphonic acid), diethylenetriamine penta(methylene phosphonic acid), etc.; lignosulfonates, such as sodium lignosulfonate, calcium lignosulfonate, etc.; salts such as stannous sulfate, lead acetate, monobasic calcium phosphate, organic acids, such as citric acid, tartaric acid, etc.; cellulose derivatives such as hydroxyl ethyl cellulose (HEC) and carboxymethyl hydroxyethyl cellulose (CMHEC); synthetic co- or ter-polymers comprising sulfonate and carboxylic acid groups such as sulfonate-functionalized acrylamide-acrylic acid co-polymers; borate compounds such as alkali borates, sodium metaborate, sodium tetraborate, potassium pentaborate; derivatives thereof, or mixtures thereof. Examples of suitable set retarders include, among others, phosphonic acid derivatives. Generally, the set retarder may be present in the cement slurry in an amount sufficient to delay the setting for a desired time. In some examples, the set retarder may be present in the cement slurry in an amount in the range of from about 0.01% to about 10% by weight of the cementitious materials. In specific examples, the set retarder may be present in an amount ranging between any of and/or including any of about 0.01%, about 0.1%, about 1%, about 2%, about 4%, about 6%, about 8%, or about 10% BWOB used to prepare a cement slurry.

[0067] In some examples, the cement slurry may further include an accelerator. A broad variety of accelerators may be suitable for use in the cement slurries. For example, the accelerator may include, but are not limited to, aluminum sulfate, alums, calcium chloride, calcium nitrate, calcium nitrite, calcium formate, calcium sulphoaluminate, calcium sulfate, gypsum-hemihydrate, sodium aluminate, sodium carbonate, sodium chloride, sodium silicate, sodium sulfate, ferric chloride, or a combination thereof. In some examples, the accelerators may be present in the cement slurry in an amount in the range of from about 0.01% to about 10% by weight of the cementitious materials. In specific examples, the accelerators may be present in an amount ranging between any of and/or including any of about 0.01%, about 0.1%, about 1%, about 2%, about 4%, about 6%, about 8%, or about 10% by BWOB used to prepare a cement slurry.

[0068] Cement slurries generally should have a density suitable for a particular application. By way of example, the cement slurry may have a density in the range of from about 8 pounds per gallon (“ppg”) (959 kg/m³) to about 20 ppg (2397 kg/m³), or about 8 ppg to about 12 ppg (1437. kg/m³), or about 12 ppg to about 16 ppg (1917.22 kg/m³), or about 16 ppg to about 20 ppg, or any ranges therebetween. Examples of the cement slurry may be foamed or unfoamed or may comprise other means to reduce their densities, such as hollow microspheres, low-density clastic beads, or other density-reducing additives known in the art.

[0069] In embodiments, the enhanced reactivity pozzolan is included in a cement slurry as an early strength enhancing additive. Cement slurries which include the enhanced reactivity pozzolan exhibit lower times for the cement slurry to transition from a slurry to a set composition as compared to the same cement slurry prepared with a the same non-treated pozzolan used to prepare the enhanced reactivity pozzolan. The time to initial set (50 psi or 0.34 MPa) of a cement slurry containing the enhanced reactivity pozzolan has the property of achieving a compressive strength of at least 50 psi within a period of 5 hours to 15 hours when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi. Alternatively, within a period of 5 hours to 8 hours, 8 hours to 12 hours, 12 hours to 15 hours, or any ranges therebetween. A cement slurry containing the enhanced reactivity pozzolan can further have the property of having a thickening time to 70 Bc at a point in a in a range of at least 2 hours to 8 hours when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi. Alternatively, at a point in a range of from 2 hours to 2.5 hours, 2.5 hours to 4 hours, 4 hours to 6 hours, 6 hours to 8 hours, or any ranges therebetween. In further embodiments, a cement slurry containing the enhanced reactivity pozzolan can further have the property of achieving a compressive strength of at least 500 psi within 48 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi. Alternatively, within 48 hours or less, within 40 hours or less, within 30 hours or less, within 20 hours or less, or within 10 hours or less. In further embodiments, a cement slurry containing the enhanced reactivity pozzolan can further have the property of achieving a compressive strength of at least 2000 psi within 72 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi. Alternatively, within 72 hours or less, within 48 hours or less, or within 24 hours or less. In further embodiments, the cement slurry is a low-hydraulic cement slurry prepared with a dry blend comprising 50% by weight or less of hydraulic cement and wherein the cement slurry further has the property of achieving a compressive strength of at least 500 psi within 48 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 110° F. and a pressure of 3000 psi. Alternatively, within 48 hours or less, within 36 hours or less, or within 24 hours or less.

[0070] Cement slurries described herein may generally include a water and an enhanced reactivity pozzolan. After mixing the cement slurry, the particles of enhanced reactivity pozzolan and other cementitious components such as hydraulic cement, undergo hydraulic or pozzolanic reactions to form a set composition. The cement slurries described herein are suitable for construction cementing as well as wellbore cementing. Some non-limiting uses of cement slurries which include an enhanced reactivity pozzolan include, but are not limited to, pre-tensioned forms, rail road construction, tunnel construction, pylon constructions, dam construction, building construction, bridge construction, blast wall construction, aqueduct construction, sewer pipe construction, parking lots and garages, bollards and barriers, foundations, wind turbine pads, landfill barriers, retention pond construction, ballast, crane weights, and nuclear waste containment, and decorative applications including pavestones and decorative walls and barriers, for example. The cement slurries described herein are also useful in wellbore construction cementing such as cementing liners, hangers, and tubulars, as well as kick plugs, set plugs, and plug and abandon applications.

[0071] FIG. 2 illustrates an example system 5 for preparation of a cement slurry including and delivery of the cement slurry to a wellbore. The cement slurry may be any cement slurry disclosed herein including those comprising an enhanced reactivity pozzolan disclosed herein. As shown, the cement slurry may be mixed in mixing equipment 10, such as a jet mixer, re-circulating mixer, or a batch mixer, for example, and then pumped via pumping equipment 15 to the wellbore. In some examples, the mixing equipment 10 and the pumping equipment 15 may be disposed on one or more cement trucks. In some examples, a jet mixer may be used, for example, to continuously mix a dry blend including the cement slurry, for example, with the water as it is being pumped to the wellbore.

[0072] An example technique for placing a cement slurry into a subterranean formation will now be described with reference to FIGS. 3 and 4. FIG. 3 illustrates example surface equipment 20 that may be used in placement of a cement slurry. The cement slurry may be any cement slurry disclosed herein. A cement slurry recipe be developed, for example, using the cement fluid loss models described herein, and a cement slurry may be prepared based on the cement slurry recipe. It should be noted that while FIG. 3 generally depicts a land-based operation, those skilled in the art will readily recognize that the principles described herein are equally applicable to subsea operations that employ floating or sea-based platforms and rigs, without departing from the scope of the disclosure. As illustrated by FIG. 3, the surface equipment 20 may include a cementing unit 25, which may include one or more cement trucks. The cementing unit 25 may include mixing equipment 10 and pumping equipment 15 (e.g., FIG. 2). The cementing unit 25 may pump a cement slurry 30 through a feed pipe 35 and to a cementing head 36 which conveys the cement slurry 30 downhole.

[0073] Turning now to FIG. 4, the cement slurry 30, may be placed into a subterranean formation 45. As illustrated, a wellbore 50 may be drilled into one or more subterranean formations 45. While the wellbore 50 is shown extending generally vertically into the one or more subterranean formation 45, the principles described herein are also applicable to wellbores that extend at an angle through the one or more subterranean formations 45, such as horizontal and slanted wellbores. As illustrated, the wellbore 50 includes walls 55. In the illustrated example, a surface casing 60 has been inserted into the wellbore 50. The surface casing 60 may be cemented to the walls 55 of the wellbore 50 by cement sheath 65. In the illustrated example, one or more additional conduits (e.g., intermediate casing, production casing, liners, etc.), shown here as casing 70 may also be disposed in the wellbore 50. As illustrated, there is a wellbore annulus 75 formed between the casing 70 and the walls 55 of the wellbore 50 and/or the surface casing 60. One or more centralizers 80 may be attached to the casing 70, for example, to centralize the casing 70 in the wellbore 50 prior to and during the cementing operation.

[0074] With continued reference to FIG. 4, the cement slurry 30 may be pumped down the interior of the casing 70. The cement slurry 30 may be allowed to flow down the interior of the casing 70 through the casing shoe 85 at the bottom of the casing 70 and up around the casing 70 into the wellbore annulus 75. The cement slurry 30 may be allowed to set in the wellbore annulus 75, for example, to form a cement sheath that supports and positions the casing 70 in the wellbore 50. While not illustrated, other techniques may also be utilized for introduction of the cement slurry 30. By way of example, reverse circulation techniques may be used that include introducing the cement slurry 30 into the subterranean formation 45 by way of the wellbore annulus 75 instead of through the casing 70.

[0075] As it is introduced, the cement slurry 30 may displace other fluids 90, such as drilling fluids and/or spacer fluids that may be present in the interior of the casing 70 and/or the wellbore annulus 75. At least a portion of the displaced fluids 90 may exit the wellbore annulus 75 via a flow line 95 and be deposited, for example, in one or more retention pits 32 (e.g., a mud pit), as shown on FIG. 3. Referring again to FIG. 4, a bottom plug 105 may be introduced into the wellbore 50 ahead of the cement slurry 30, for example, to separate the cement slurry 30 from the other fluids 90 that may be inside the casing 70 prior to cementing. After the bottom plug 105 reaches the landing collar 110, a diaphragm or other suitable device should rupture to allow the cement slurry 30 through the bottom plug 105. In FIG. 4, the bottom plug 105 is shown on the landing collar 110. In the illustrated example, a top plug 115 may be introduced into the wellbore 50 behind the cement slurry 30. The top plug 115 may separate the cement slurry 30 from a displacement fluid 120 and push the cement slurry 30 through the bottom plug 105.

[0076] The cement slurries disclosed herein may be used in a variety of subterranean applications, including primary and remedial cementing. The cement slurries may be introduced into a subterranean formation and allowed to set. In primary cementing applications, for example, the cement slurries may be introduced into the annular space between a conduit located in a wellbore and the walls of the wellbore (and/or a larger conduit in the wellbore), wherein the wellbore penetrates the subterranean formation. The cement slurry may be allowed to set in the annular space to form an annular sheath of hardened cement. The cement slurry may form a barrier that prevents the migration of fluids in the wellbore. The cement slurry may also, for example, support the conduit in the wellbore. In remedial cementing applications, the cement slurry may be used, for example, in squeeze cementing operations or in the placement of cement plugs. By way of example, the cement slurry may be placed in a wellbore to plug an opening (e.g., a void or crack) in the formation, in a gravel pack, in the conduit, in the cement sheath, and/or between the cement sheath and the conduit (e.g., a micro annulus).

[0077] The following statements may describe certain embodiments of the disclosure but should be read to be limiting to any particular embodiment.

[0078] Statement 1. A method for increasing an early compressive strength of a cement slurry comprising: preparing a cement slurry comprising hydraulic cement, water and an enhanced reactivity pozzolan; and allowing the cement slurry to set to form a hardened mass, wherein the cement slurry has a property of achieving a compressive strength of at least 50 psi within 12.0 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0079] Statement 2. The method of statement 1 wherein the enhanced reactivity pozzolan is produced by a process comprising: contacting a starting pozzolan with a catalyst material to form a mixture of the starting pozzolan and a catalyst material; reacting the mixture of starting pozzolan and catalyst material during an induction period to form reaction products; and recovering the enhanced reactivity pozzolan.

[0080] Statement 3. The method of statement 2 wherein the starting pozzolan comprises at least one pozzolan selected from the group consisting of fly ash, volcanic ash, tuft, pumicites, fumed silica, precipitated silica, high surface area silica, silica fume, slag, lime ash, perlite, silicate glass, soda-lime glass, soda-silica glass, borosilicate glass, aluminosilicate glass, volcanic rock, calcined clays, as metakaolin, partially calcined clays, mine tailings, recycled glass, bottom ash, cenospheres, bioashes, agricultural waste ash, silica flour, crystalline silica, cement kiln dust, glass bubbles, diatomaceous earth, zeolite, shale, vitrified shale, ground vitrified pipe, and combinations thereof.

[0081] Statement 4. The method of statement 2 wherein the catalyst material comprises a Group I hydroxide selected from the group consisting of lithium hydroxide (LiOH), sodium hydroxide (NaOH), potassium hydroxide (KOH), and combinations thereof.

[0082] Statement 5. The method of any of statements 1-4 wherein the cement slurry further has a property of having a thickening time to 70 Bc of at least 2.5 hours when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80 OF and a pressure of 3000 psi.

[0083] Statement 6. The method of any of statements 1-5 wherein the cement slurry further has a property of achieving a compressive strength of at least 500 psi within 24 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0084] Statement 7. The method of any of statements 1-6 wherein the cement slurry further has a property of achieving a compressive strength of at least 2000 psi within 72 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0085] Statement 8. The method of any of statements 1-7 wherein the cement slurry is prepared with a dry blend comprising 50% by weight or less of hydraulic cement and wherein the cement slurry further has a property of achieving a compressive strength of at least 500 psi within 48 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 110° F. and a pressure of 3000 psi.

[0086] Statement 9. The method of any of statements 1-8 wherein the cement slurry is prepared by combining a dry blend with the water, wherein the dry blend comprises 50% by weight or less of hydraulic cement.

[0087] Statement 10. The method of any of statements 1-9 wherein the cement slurry is prepared by combining a dry blend with the water, wherein the dry blend comprises 0.1% to 80% by weight enhanced reactivity pozzolan.

[0088] Statement 11. A cement slurry composition comprising: hydraulic cement; water; and an enhanced reactivity pozzolan wherein the cement slurry has a property of achieving a compressive strength of at least 50 psi within 12 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0089] Statement 12. The cement slurry composition of statement 11 wherein the enhanced reactivity pozzolan is produced by a process comprising: contacting a starting pozzolan with a catalyst material to form a mixture of the starting pozzolan and a catalyst material; reacting the mixture of starting pozzolan and catalyst material during an induction period to form reaction products; and recovering the enhanced reactivity pozzolan.

[0090] Statement 13. The cement slurry composition of statement 12 wherein the starting pozzolan comprises at least one pozzolan selected from the group consisting of fly ash, volcanic ash, tuft, pumicites, fumed silica, precipitated silica, high surface area silica, silica fume, slag, lime ash, perlite, silicate glass, soda-lime glass, soda-silica glass, borosilicate glass, aluminosilicate glass, volcanic rock, calcined clays, as metakaolin, partially calcined clays, mine tailings, recycled glass, bottom ash, cenospheres, bioashes, agricultural waste ash, silica flour, crystalline silica, cement kiln dust, glass bubbles, diatomaceous earth, zeolite, shale, vitrified shale, ground vitrified pipe, and combinations thereof.

[0091] Statement 14. The cement slurry composition of any of statements 12-13 wherein the catalyst material comprises a Group I hydroxide selected from the group consisting of lithium hydroxide (LiOH), sodium hydroxide (NaOH), potassium hydroxide (KOH), and combinations thereof.

[0092] Statement 15. The cement slurry composition of any of statements 11-14 wherein the cement slurry further has a property of having a thickening time to 70 Bc of at least 2.5 hours when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0093] Statement 16. The cement slurry composition of any of statements 11-15 wherein the cement slurry further has a property of achieving a compressive strength of at least 500 psi within 24 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0094] Statement 17. The cement slurry composition of any of statements 11-16 wherein the cement slurry further has a property of achieving a compressive strength of at least 2000 psi within 72 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 80° F. and a pressure of 3000 psi.

[0095] Statement 18. The cement slurry composition of any of statements 11-17 wherein the cement slurry is prepared with a dry blend comprising 50% by weight or less of hydraulic cement and wherein the cement slurry further has a property of achieving a compressive strength of at least 500 psi within 48 hours or less when measured according to American Petroleum Institute (API) Recommended Practice (RP) 10B-2 at a temperature of 110° F. and a pressure of 3000 psi.

[0096] Statement 19. The cement slurry composition of any of statements 11-18 wherein the cement slurry is prepared by combining a dry blend with the water, wherein the dry blend comprises 50% by weight or less of hydraulic cement.

[0097] Statement 20. The cement slurry composition of any of statements 11-19 wherein the cement slurry is prepared by combining a dry blend with the water, wherein the dry blend comprises 0.1% to 80% by weight enhanced reactivity pozzolan.

[0098] To facilitate a better understanding of the present disclosure, the following examples of certain aspects of some embodiments are given. In no way should the following examples be read to limit, or define, the entire scope of the disclosure.

[0099] In this example, an enhanced reactivity pozzolan was prepared and tested in cement slurries at low temperature. First, 500.0 grams of pumice pozzolan powder was weighed and transferred to a food processor. In a separate container, a 50.0 grams of 50% NaOH (10% by weight of pumice) solution was transferred. The food processor was stated to agitate the pumice powder while adding the 50% NaOH solution. After all the NaOH solution had been slowly added to the food processor, the agitation was increased to ensure complete blending. The NaOH treated pozzolan powder, enhanced reactivity pozzolan (ERP) was then transferred to a sealed container and stored at room temperature.

[0100] To determine the enhanced reactivity pozzolans effectiveness at accelerating early strength development in low temperature Portland cement formulations, cement slurries were prepared. A first neat cement control slurry containing no enhanced reactivity pozzolan, a second control slurry containing 5% by weight of cement (BWOC) untreated pumice pozzolan, a first test slurry containing 1% BWOC enhanced reactivity pozzolan, and a second test slurry containing 5% BWOC enhanced reactivity pozzolan, were prepared according to Table 1.

TABLE 1
	Neat	5% Pumice/	5% ERP/	1% ERP/
Material	Cement	Cement	Cement	Cement
(% bwoc)	Control	Control	Blend	Blend
Class G Cement	100	100	100	100
Boost I	—	5	—	—
BEAM Boost I	—	—	5	1
Water	44.1	45.2	45.2	44.3
Slurry Density	15.9	15.9	15.9	15.9
(ppg)

[0101] The slurries were prepared according to the formulations in Table 1 and following standard cement preparation and testing practices as set forth in API RP 10B-2. First, all dry components were weighed into a glass container and agitated by hand until they were blended. Tap water was then weighed into a blender jar. The dry components were then mixed into the water and the slurries were blended by API procedure. The slurries were each placed in an ultrasonic cement analyzer (UCA) set at 80° F. and 3000 psi, to measure compressive strength development.

[0102] FIG. 5 is a graph of the results of the UCA test. Table 2 shows data for the 5% enhanced reactivity pozzolan slurry compared to the neat cement control and 5% untreated pumice control. Table 3 shows data for the 1% enhanced reactivity pozzolan slurry compared to the neat cement control and 5% untreated pumice control.

TABLE 2
	Neat Cement	5% Pumice/	5% ERP/	Improvement	Improvement
Compressive	Control	Cement Control	Cement	Compared to	Compared to
Strength	Time to CS	Time to CS	Time to CS	Neat Cement	5% Pumice
(psi)	(hrs)	(hrs)	(hrs)	(% Faster)	(% Faster)
50	6.1	6.0	5.3	13.4	11.7
100	7.2	7.2	6.3	12.5	12.3
500	12.6	12.7	10.6	15.5	16.2
1000	18.8	19.1	14.1	25.1	26.5
2000	32.4	35.0	22.2	31.5	36.6

TABLE 3
	Neat Cement	5% Pumice/	1% ERP/	Improvement	Improvement
Compressive	Control	Cement Control	Cement	Compared to	Compared to
Strength	Time to CS	Time to CS	Time to CS	Neat Cement	5% Pumice
(psi)	(hrs)	(hrs)	(hrs)	(% Faster)	(% Faster)
50	6.1	6.0	6.1	−0.3	−2.5
100	7.2	7.2	9.6	−1.0	−1.8
500	12.6	12.7	12.5	0.4	1.1
1000	18.8	19.1	18.1	3.7	5.5
1500	25.1	25.8	23.7	5.6	8.1

[0103] As shown in FIG. 5 and Tables 2 and 3, the addition of the enhanced reactivity pozzolan to Portland cement greatly increases the rate of development of early compressive strength (<24 hrs). It was observed that for the 5% enhanced reactiviyt pozzolan slurry, the time to 50 psi (initial set) was 13.4% faster than control neat cement slurry and 11.7% faster than 5% pumice control slurry. This trend of increased rate of compressive strength development continues out to at least 22 hours, where the 5% enhanced reactiviyt pozzolan slurry reached 2000 psi in 22.2 hours while the controls took 32.4 hours for the control neat cement slurry and 35.0 hours for the 5% pumice control slurry.

[0104] It was observed that the 1% enhanced reactivity pozzolan slurry had a similar rate of compressive strength development to both until about 500 psi compared to the control slurries, after which the 1% enhanced reactivity pozzolan slurry steadily outpaced the control slurries At 23.7 hours the 1% enhanced reactivity pozzolan slurry reached 1500 psi, while it took the control neat cement slurry 25.1 hours and 5% pumice control slurry 25.8 hours.

[0105] The thickening time to reach 70 Bc for each slurry was measured. The results of the thickening time tests are shown in FIGS. 6A-6D. It was observed in FIG. 6A that the thickening time of the control neat cement slurry was 5 hours 13 minutes, in FIG. 6B the 5% pumice control slurry was 4 hours and 44 minutes, in FIG. 6C the 5% enhanced reactivity pozzolan slurry was 4 hours and 13 minutes, and in FIG. 6D the 1% enhanced reactivity pozzolan slurry was 4 hours and 12 minutes. Table 4 shows the time to initial set and thickening time for the 5% and 1% enhanced reactivity pozzolan slurries. It was observed that the slurries containing the enhanced reactivity pozzolan had a shorter time to initial set without significant decrease in the thickening time thereby allowing for cement slurries to be formulated where the thickening time is decoupled from the time to initial set. It was further observed that a higher loading of enhanced reactivity pozzolan (5%) did not affect the thickening time compared to a lower loading (1%) but did increase the rate of compressive strength development.

	TABLE 4
		TT @ 70 Bc, 80° F.	Time to Initial Set, 50 psi
	Blend	(hh:mm)	(hh:mm)
	5% ERP	4:13	5:17
	1% ERP	4:12	6:08

[0106] In this example, low-portland slurries were prepared and tested at low temperature for early strength enhancement. To determine effectiveness of the enhanced reactivity pozzolan of Example 1 at accelerating early strength development in low-Portland cement formulations, two reduced Portland slurries were prepared according to Table 5. The low-Portland control slurry contained 31.6% BWOC untreated pumice, and the low-Portland enhanced reactivity pozzolan test slurry contained 31.6% BWOC enhanced reactivity pozzolan in place of the untreated pumice. Each of the slurries were formulated at 13.0 pounds per gallon (ppg).

	TABLE 5
	Material (% BWOB)	Control Slurry	ERP Slurry
	Class C Cement	30.2	30.2
	Class C Fly Ash	38.2	38.2
	Pumice	31.6	—
	Enhanced Reactivity Pozzolan	—	31.6
	Fluid Loss Additive	0.4	0.4
	Suspending Aid	0.1	0.1
	Cement Accelerator	2.0	2.0
	Defoamer	0.4	0.4
	Water	78.3	77.6
	Slurry Density (ppg)	13.0	13.0

[0107] The slurries were prepared according to the formulations in Table 5 and following standard cement preparation and testing practices as set forth in API RP 10B-2. First, all dry components were weighed into a glass container and agitated by hand until they were blended. Tap water was then weighed into a blender jar. The dry components were then mixed into the water and the slurries were blended by API procedure. The slurries were each placed in an ultrasonic cement analyzer (UCA) set at 110° F. and 3000 psi, to measure compressive strength development.

[0108] FIG. 7 is a graph of the results of the UCA test. Table 6 shows comparative data for the low-Porland control slurry and low-Portland enhanced reactivity pozzolan test slurry.

TABLE 6
			Improvement Compared
CS	Control Slurry	ERP Slurry	to Control Slurry
(psi)	Time to CS (hrs)	Time to CS (hrs)	(% Faster)
50	7.2	4.4	36.4
250	18.8	8.7	53.8
500	34.2	14.5	47.7

[0109] As shown in FIG. 7 and Table 6, the addition of enhanced reactivity pozzolan to the low-Portland cement slurry greatly increased the rate of compressive strength development as compared to the low-Porland control slurry. The thickening time to reach 70 Bc for each slurry was measured. The results of the thickening time tests are shown in FIGS. 8A and 8B. It was observed in FIG. 8A that the low-Porland control slurry had a thickening time of 7 hours and 12 minutes and in FIG. 8B that the low-Portland enhanced reactivity pozzolan test slurry had a thickening time of 5 hours and 45 minutes.

[0110] In this example, the enhanced reactivity pozzolan of Example 1 was tested in cement slurries at mid-range temperature. To determine effectiveness of the enhanced reactivity pozzolan of Example 1 at accelerating early strength development at mid-range temperature, two cement slurries were prepared according to Table 7. The control slurry contained 5% BWOC untreated pumice, and the enhanced reactivity pozzolan test slurry contained 5% BWOC enhanced reactivity pozzolan in place of the untreated pumice. Each of the slurries were formulated at 15.9 pounds per gallon (ppg).

	TABLE 7
		5% Pumice/Cement	5% ERP/Cement
	Material (% bwoc)	Control	Blend
	Class G	100	100
	Boost I	5	—
	BEAM Boost I	—	5
	Water	45.2	45.2
	Slurry Density (ppg)	15.9	15.9

[0111] The slurries were prepared according to the formulations in Table 7 and following standard cement preparation and testing practices as set forth in API RP 10B-2. First, all dry components were weighed into a glass container and agitated by hand until they were blended. Tap water was then weighed into a blender jar. The dry components were then mixed into the water, and the slurries were blended by API procedure. The slurries were each placed in an ultrasonic cement analyzer (UCA) set at 160° F. and 3000 psi, to measure compressive strength development.

[0112] FIG. 9 is a graph of the results of the UCA test. Table 8 shows comparative data for the control slurry and the enhanced reactivity pozzolan test slurry. It was observed that for the first 5 hours, the strength developments of the control slurry and the enhanced reactivity pozzolan test slurry are relatively similar and after 5 hours the enhanced reactivity pozzolan test slurry showed a slight increase in strength over the control slurry. The thickening time to reach 70 Bc for each slurry was measured. The results of the thickening time tests are shown in FIGS. 8A and 8B. It was observed in FIG. 10A that the enhanced reactivity pozzolan test slurry had a thickening time of 1 hour and in FIG. 10B that the control slurry had a thickening time of 1 hour and 2 minutes. Table 9 shows comparative data for thickening time and time to initial set. It was observed that the thickening time and time to initial set for both slurries were similar.

	TABLE 8
	CS	Control Slurry	ERP Slurry	Improvement
	(psi)	(hrs)	(hrs)	(% Faster)
	50	2.0	2.0	−3.0
	250	2.4	2.5	−3.7
	500	2.8	2.9	−3.7
	1000	3.8	3.9	−1.9
	2000	6.7	6.4	4.8
	3000	14.9	13.3	10.8

TABLE 9
	TT @ 70 Bc, 80° F.	Time to Initial Set, 50 psi
Blend	(hh:mm)	(hh:mm)
5% ERP/Cement	1:02	1:59
Blend
5% Pumice/	1:00	2:02
Cement Control

[0113] For the sake of brevity, only certain ranges are explicitly disclosed herein. However, ranges from any lower limit may be combined with any upper limit to recite a range not explicitly recited, as well as ranges from any lower limit may be combined with any other lower limit to recite a range not explicitly recited, in the same way, ranges from any upper limit may be combined with any other upper limit to recite a range not explicitly recited. Additionally, whenever a numerical range with a lower limit and an upper limit is disclosed, any number and any included range falling within the range are specifically disclosed. In particular, every range of values (of the form, “from about a to about b,” or, equivalently, “from approximately a to b,” or, equivalently, “from approximately a-b”) disclosed herein is to be understood to set forth every number and range encompassed within the broader range of values even if not explicitly recited. Thus, every point or individual value may serve as its own lower or upper limit combined with any other point or individual value or any other lower or upper limit, to recite a range not explicitly recited.

[0114] Therefore, the present disclosure is well adapted to attain the ends and advantages mentioned as well as those that are inherent therein. The particular examples disclosed above are illustrative only, as the present disclosure may be modified and practiced in different but equivalent manners apparent to those skilled in the art having the benefit of the teachings herein. Although individual examples are discussed, the disclosure covers all combinations of all those examples. Furthermore, no limitations are intended to the details of construction or design herein shown, other than as described in the claims below. Also, the terms in the claims have their plain, ordinary meaning unless otherwise explicitly and clearly defined by the patentee. It is therefore evident that the particular illustrative examples disclosed above may be altered or modified and all such variations are considered within the scope and spirit of the present disclosure. If there is any conflict in the usages of a word or term in this specification and one or more patent(s) or other documents that may be incorporated herein by reference, the definitions that are consistent with this specification should be adopted.