Inorganic Cement Grouting System for Use in Anchoring a Bolt in a Hole

1. Field of the Invention

The present invention relates to an inorganic cement grouting system for use in a method of anchoring a reinforcing member in a hole, e.g., in a mine roof, wherein reactive inorganic cement components are introduced into a hole and allowed to react and harden therein around a reinforcing member so as to fix it firmly in the hole.

2. Description of the Prior Art

Anchor bolts are employed in various fields of engineering, for example as strengthening or reinforcing members in rock formations and in structural bodies. The bolts are inserted into drill holes in the formation or body, and often are fixed or anchored therein, at their inner end or over substantially their entire length, by means of a reactive grouting composition which hardens around the bolt. For mine roof support, grouting compositions which harden and attain maximum strength rapidly are needed. Reactive compositions which have been used include inorganic cement mortars and hardenable synthetic resins, and these have been introduced into the drill holes through a feed pipe, or in cartridged form. In the latter case, the reactive components, e.g., a polymerizable resin formulation and a catalyst which catalyzes the curing of the resin, are introduced into the hole in separate cartridges or in separate compartments of the same cartridge. A rigid bolt penetrates, and thereby ruptures, the cartridge(s) and the package contents are mixed by rotation of the bolt. The grouting mixture hardens around the bolt so as to anchor it in place.

In the case of inorganic cements, the pumping of a prepared hydraulic cement mortar into a hole after a bolt is in position therein has been described, as has the driving of a bolt into hydraulic cement mortar in a hole. In the former case, complete and uniform filling of the space around the bolt is difficult to ensure; and, in the latter case, the bolt has to be installed immediately after the mortar has been introduced, so that it is not feasible to fill a large number of holes with the mortar first and subsequently to introduce the bolts, a more efficient procedure.

Cartridged hydraulic cement systems for anchoring rock bolts are described in U.S. Pat. No. Re. 25,869, British Pat. Nos. 1,293,619 and 1,293,620, and German OLS No. 2,207,076. In these systems the components of an hydraulic cement mortar are introduced into a drill hole in separate compartments of an easily destructible cartridge. One component of the system, i.e., the hydraulic cement, is placed in one of the compartments in the dry particulate state, i.e., as a dry powder or grit; and the other component, i.e., water, is placed in the other compartment. The cartridge is broken and the components are mixed by driving and rotating the bolt therein. The cartridged system has the advantage that bolts can be installed in the holes at any time after the introduction of the reactive components because the components are kept separated until the installation of the bolt. Also, such a system requires no complex pumping equipment at the site of use.

U.S. Pat. No. Re. 25,869 discloses the use of a glass cylinder filled with a dry Portland cement/sand mixture which has embedded therein a glass capsule containing water and a rapid-hardening agent, e.g., calcium chloride, to shorten the hardening time.

British Pat. Nos. 1,293,619 and 1,293,620 describe the use of a cartridge consisting of inner and outer rigid brittle tubes having at least one end that is readily frangible, the space between the two tubes containing a mixture of Portland cement and high alumina cement, and the inner tube containing water. The addition of an aggregate, e.g., sand or copper slag, a gelling agent, and a wetting agent to the water also is disclosed.

In German OLS No. 2,207,076, the particulate material in one compartment is gypsum, preferably mixed with a strength-enhancing cement, to which an inert filler such as styrofoam may be added. The use of a gelling agent to increase the viscosity of the water in the other compartment also is disclosed.

Although inorganic cement grouting systems are economically attractive in contrast to resin-curing systems, and generally are not plagued with such problems as instability on storage as are resin-curing systems, cement grouting systems wherein one of the components is a dry cement present certain difficulties in use, especially when applied to the fixing of bolts in drill holes. When compartmented cartridges are used, the bolt must be inserted into the cartridge and penetrate its full length if the components are to be mixed properly. This insertion is difficult to achieve with cartridges containing a dry cement component. The magnitude of the force required to achieve the necessary insertion may exceed the capability of standard bolting equipment available in the working location, e.g., in a mine. Also, the insertion force required with such cartridges may cause the bolt to buckle.

Another problem with the cartridged dry cement component system of the prior art is that the cement component is easily vulnerable to premature hardening should ambient moisture or water from the other compartment penetrate the cartridge seals or packaging material, a situation which could arise on storage or during transportation of cartridges. Lastly, the prior art boltanchoring systems employing inorganic cement are not well-suited for use in the uncartridged form, where compact pumping equipment and accurate metering are desirable to deliver the components to the drill hole.

U.S. Pat. No. 3,324,663 describes the reinforcement of rock formations with a two-component resin composition based on (a) an unsaturated polymerizable polyester (alkyd) resin mixed with a monomeric polymerizable ethylenic compound and (b) a cross-linking peroxide catalyst system. A water-reactive filler such as Portland cement or plaster of Paris (5-10 percent of the final composition) is incorporated in either the resin component or the catalyst component, and water is incorporated in the component not containing the water-reactive filler. The water-reactive filler and water are used to modify the basic resin/catalyst system, the presence of water during the curing of the resin being disclosed as causing an imperfect cure and minimizing shrinkage. Water-reactive fillers (up to 5 percent) have been disclosed (U.S. Pat. No. 2,288,321) to shorten the curing time of alkyd resins by reacting with the water formed during curing.

In the grouting system of U.S. Pat. No. 3,324,663, the reactants essential for the formation of a hardened grout are totally organic, i.e., an alkyd resin and a liquid ethylenic monomer, and they are cartridged together in the same compartment, i.e., premixed, the resin being dissolved in the ethylenic monomer and reacting therewith when the separately packaged catalyst is mixed in. Only about 5-10 percent of the total composition is water-reactive filler. The preponderance of resin and catalyst in this system, and the basic resin-curing reaction that occurs, over-ride and obscure any possible secondary reaction involving the water-reactive filler.

Co-pending, co-assigned U.S. patent application Ser. No. 830,473, filed concurrently herewith by David Linn Coursen, describes an improved grouting system wherein a first component of an inorganic grouting composition is a slush or sludgy mass of a particulate inorganic cement, e.g., a cement that sets by hydration, and a liquid which is nonreactive therewith; and a second component of the composition is a liquid which is reactive with the inorganic cement in the first component. An aggregate such as sand preferably is present in one or both of the components, and the reactive liquid preferably is in thickened form.

Cement in slush form has several advantages over the dry cement used in previous rock bolt packages. First, the nonreactive liquid imparts lubricity to the cement so that, when the two components of the grouting composition are packaged in a compartmented cartridge, a bolt can be inserted into the cartridge easily and rapidly. Also, the nonreactive liquid, if substantially immiscible with the reactive liquid, helps to reduce the possibility of the premature setting of the cement as a result of contact with the reactive liquid or its vapors, e.g., ambient moisture, during storage or handling, thereby affording a longer shelf life to the cartridged system. In addition, use of the cement in slush form enables the cement component to be metered accurately and handled in compact pumps for ease of packaging in high-speed form-fill machinery as well as for on-site feed operations. The cement component in slush form also is advantageous in that it is adapted to be delivered intermittently in relatively small quantities as is required for bolt anchoring in holes. While the combining of the inorganic cement with a nonreactive liquid effectively isolates and fluidizes the cement prior to use, the interaction of the cement and reactive liquid after they have been mixed is not thereby prevented. However, the time required to reach acceptable strength and the magnitude of the ultimate strength attainable under a given set of conditions vary depending on the particular combination of cement composition and reactive liquid employed in the system.

The present invention provides an improvement in a grouting system for use in a hole in combination with a reinforcing member wherein a hardened grout is formed around the reinforcing member in the hole by the reaction of two mixed components of an inorganic grouting composition, thereby anchoring the reinforcing member in the hole, a first component of the inorganic grouting composition being a slush or sludgy mass of a particulate inorganic cement that sets by hydration and a liquid, such as a hydrocarbon, which is nonreactive therewith, a second component, separated from the first, being water, and a particulate aggregate being present in one or both of the components, the improvements comprising, as the inorganic cement, a cement containing (by weight) about from 20 to 40 percent of 3CaO.3Al.sub.2 O.sub.3.CaSo.sub.4 and about from 10 to 35 percent of chemically unbound CaSO.sub.4, the remainder being substantially .beta.-2CaO.SiO.sub.2.

The term "slush" as used herein to describe the first component of the grouting composition denotes a solid-liquid combination of mud-like or sludgy consistency. The term includes solid-liquid combinations of varying degrees of mobility, but in all cases denotes combinations that are readily pumpable.

In the accompanying drawing, which illustrates specific embodiments of the inorganic cement grouting system of the invention,

FIG. 1 is a perspective view of a portion of a compartmented package containing the components of an inorganic grouting composition that constitutes a part of the grouting system of the invention, which package has been cross-sectioned in the transverse direction so as to reveal more fully the internal structure thereof; and

FIG. 2 is a plot of shear strength vs. time of a cement-water system of the invention

In the grouting system of this invention, a cement that sets by hydration is maintained in the form of a slush or sludgy mass together with a nonaqueous liquid with which it does not react, preferably a hydrocarbon; and the slush is brought together and mixed, preferably in a drill hole, with water, and allowed to react in the hole around a reinforcing member.

A wide variety of nonaqueous liquids can be used as the slush-forming liquid with the cement in the first component of the grouting composition. The specific choice in any given case will be made on the basis of the setting and strength-development time required with the slush-forming liquid, and the latter's cost. Liquid hydrocarbons and essentially anhydrous mixtures containing such hydrocarbons are particularly advantageous from the point of view of setting time as well as cost, and therefore are preferred. A substantially nonvolatile liquid is preferred to assure stability under varying conditions of storage and use. For this reason, liquids boiling above about 25.degree. C. at atmospheric pressure are preferred. Thus, preferred hydrocarbon slush-forming liquids are 5-25 carbon atom aliphatic hydrocarbons such as hexanes, heptanes, and octanes; and aromatic hydrocarbons such as benzene and alkyl benzenes, e.g., toluene and xylene. Aromatic or aliphatic hydrocarbon mixtures such as gasoline, naphtha, kerosene, paraffin oil, diesel fuel, fuel oils, lubricating oils, vegetable oils, e.g., linseed, tung, cottonseed, corn, and peanut oils, and crudes such as petroleum and shale oil also can be employed. For use in coal mines, the liquid in the slush must have a flash point above 100.degree. F., and should be low in volatile aromatics.

Although low-viscosity slush-forming liquids are preferred, thick liquids such as asphalt; grease, e.g., hydrocarbon oils thickened with soaps or other viscosity modifiers; animal fats, e.g., lard; and hydrogenated vegetable oils also can be used along or combined with lower-viscosity liquids.

The cement also can be combined with an alcohol, e.g., methanol, isopropanol, butanol, sec-butyl alcohol, amyl alcohol, glycol, or glycerol; a ketone, e.g., acetone or methyl ethyl ketone; an ester, e.g., dibutyl phthalate or acetyl tributyl citrate; dimethyl sulfoxide; or dimethylformamide; but the setting time of cement from slushes with these compounds generally is much longer than that from slushes with hydrocarbons.

The slush-forming liquid is substantially inert with respect to the cement and other materials present in the first component, substantially anhydrous, and preferably water-immiscible. The latter property affords maximum shelf life, preventing the cement from setting should the slush accidentally come into contact with water prior to use. The slush-forming liquid may, however, be reactive with a material in the second component.

The invention described in the aforementioned co-pending application Ser. No. 830,473 applies to a wide variety of inorganic cements, the term "inorganic cement" being employed in said application to denote a particulate inorganic composition that sets up and hardens to a strong, dense monolithic solid upon being mixed with a liquid and allowed to stand. The term includes hydraulic cements, i.e., those that are capable of setting and hardening without contact with the atmosphere due to the interaction of the constituents of the cement rather than by the evaporation of a liquid vehicle or by reaction with atmospheric carbon dioxide or oxygen. Examples of such cements are Portland cements, high-alumina cements, pozzolanas, and gypsum plasters, which set up when mixed with water; lead oxide, which sets up when mixed with glycerin; as well as the more rapid-setting metal oxide compositions, e.g., magnesium oxide, which set up rapidly when mixed with phosphoric acid or phosphate solutions. Of these various types cements, those that set by hydration are of particular interest for economic reasons.

As was stated previously, for mine roof support, grouting compositions which harden and attain maximum strength rapidly are needed.

It now has been found that, in the case of the economically preferred cements that set by hydration, the strength/setting-time characteristics of grouts produced from various such cements of the reputedly fast-setting type follow a course for the slushed cement/water system that is different from that which would be expected on the basis of the behavior of grouts produced from the same cements in the plain cement/water system. In accordance with the present invention, it has been found that for slushed cement systems a cement known as "Very High Early Strength" (VHE) cement produces grouts which achieve significantly higher shear strengths than grouts made with other commonly available hydration-setting cements despite a different shear strength pattern for the same cements when reacted in the absence of the slush-forming liquid.

The VHE cement used in the grouting system of the invention is that described in U.S. Pat. No. 3,860,433, the disclosure of which is incorporated herein by reference. This hydraulic cement contains (by weight) about from 20 to 40 percent of 3CaO.3Al.sub.2 O.sub.3.CaSO.sub.4 and about from 10 to 35 percent of chemically unbound CaSO.sub.4, the remainder being substantially .beta.-2CaO.SiO.sub.2. As is shown in the examples which follow, under a given set of conditions respective to ingredients content, grout preparation, and test procedure, grouts made from VHE cement slushes proved outstanding in early strength over the other commonly available fast-setting cements.

A particulate aggregate, preferably sand, is present in a controlled amount as a filler in one or both of the components of the grouting composition. In general, aggregate greatly enhances the shear strength of the hardened grout. Other aggregate materials which can be used include particles of competent rocks or rock-forming minerals such as limestone, calcite, granite, basalt, dolomite, andesite, feldspars, amphiboles, pyroxenes, olivine, iron oxides, gabbro, rhyolite, syenite, diorite, dolerite, peridotite, trachyte, obsidian, quartz, etc., as well as materials such as vitrified clay, slag, cinders, fly ash, glass cullet, and fibrous materials such as chopped metal (preferably steel) wire, glass fibers, asbestos, cotton, and polyester and aramide fibers. Sands having different particle shapes and sizes can be used. Mixtures of different aggregates also can be used.

For a given system, the shear strength of the hardened grout increases with increasing aggregate content up to about 60-70 percent by weight based on the total weight of the two components. At the same time, however, mixing of the components becomes increasingly difficult as the aggregate content increases. Also, too high an aggregate content, e.g., 90 percent or more based on the total weight of the grout, results in a brittle, impact-sensitive product which is of no use for anchoring a reinforcing member in a hole. Therefore, while an aggregate content of up to about 80 percent can be employed, a content above about 70 percent is not preferred on the basis of ease of mixing and because there is little if any shear strength increase to be gained by exceeding 70 percent. Also, an aggregate/cement weight ratio in the range of about from 1/1 to 4/1 is preferred. Usually at least about 10 percent, and preferably at least about 20 percent, of the total weight of the two components will be aggregate.

The manner in which the aggregate is distributed between the reaction components has no significant effect on the shear strength of the hardened grout. Thus, 100 percent of the aggregate can be in the cement slush or 100 percent in the water. Alternatively, the aggregate can be distributed in any other proportions, e.g., 1/1, between the two reaction components. The specific aggregate distribution in any given case usually will be selected on the basis of that which gives a desired viscosity balance and ease of mixing. In a system in which the components are pumped and mixed at the site of use, it may be more convenient to include the aggregate in only one of the components.

The hardened grout produced around the reinforcing member forms as a result of the reaction between the VHE cement in the first component and the water in the second component. Organic resin-curing systems are not required, and the reactant(s) which undergo a hardening reaction therefore are substantially all-inorganic. The development of strength in the hardened grout sufficient to anchor a bolt securely in place in a hole in a mine roof, and provision of the components in a form such that they can be delivered and mixed conveniently, require a balance of the content of cement, slush-forming liquid, water, and aggregate. On this basis, although it is possible to make a marginally satisfactory grout from compositions containing 5-10 percent cement, in order to provide maximum strength capability it is preferred that the amount of cement constitute more than 10 percent of the total weight of the two components. Sufficient water should be present to react with the cement, e.g., sufficient to give a water/cement weight ratio of at least about 0.1, and preferably at least about 0.3. In order to be able to allow for the incorporation of a sufficient amount of aggregate and water into the system, the amount of cement will not exceed about 80 percent of the total weight of the two components; and a maximum cement content of about 50 percent is preferred inasmuch as no advantage in terms of final strength is seen in exceeding this amount.

The specific amounts of liquid used in the two components will depend on the amount of solids present, ease of delivery, mixing, etc. From strength considerations, it is undesirable to exceed significantly the stoichiometric amount of water and the amount of nonaqueous slush-forming liquid required to give the necessary lubricity and deliverability (e.g., pumpability). A liquids/solids weight ratio of the combined components in the range of about from 0.1 to 0.6 is satisfactory from the viewpoint of strength, and handling and mixing considerations. In accordance with these considerations, the water/cement weight ratio generally will not exceed about 1.0, preferably 0.7; and the amount of water, based on the total weight of the two components will be about from 2 to 50, and preferably 5 to 30, percent. Also, the amount of slush-forming liquid (nonaqueous liquid in the first component) will vary about from 5 to 50, preferably 8 to 20, percent of the total weight of the two components; or about from 10 to 75 percent, preferably 35 to 65 percent, of the weight of the cement.

The water in the second component of the grouting composition used in the present invention preferably is in thickened form. This reduces the chance that the water will run out of an upward-slanting hole or soak into fissures or pores in the hole wall. Also, thickening of the water may impart a lubricating effect to the water component, thereby facilitating the insertion of a bolt therein, which effect is especially advantageous when an aggregate is suspended in the water, the aggregate having less tendency to settle or pack in thickened water. Therefore, a thickening agent preferably is added to the water. The thickening agent is a solid material that absorbs water, is hydratable, or is somewhat water-soluble, and can be an inorganic material such as a clay or fumed silica, or an organic material. Organic thickening agents that can be used include carboxymethylcelluloses, polyvinyl alcohols, starches, carboxy vinyl polymers, and other mucilages and resins such as galactomannans (e.g., guar gum), polyacrylamides, and polyethylene oxides.

The amount of thickening agent in the water component depends on the specific material used, and specifically on the degree of thickening of the water attainable therewith, a function generally of the molecular weight and degree of substitution of the material, and depends also on other solid materials which may be incorporated in the water component. Generally, the amount of thickening agent will be in the range of about from 0.01 to 5 percent of the total weight of the two reaction components, the lower end of the range being used with materials of higher molecular weight and/or having more hydrophilic groups. In the case of the organic polymers, more than about 0.2 percent, based on the total weight of the two reaction components, usually will not be necessary.

One or more surface-active agents can be incorporated into the reaction system, in either one or both of the components. A surface-active agent in the cement slush or in the water component containing suspended sand particles produces the consistency of a smooth paste, which results in improved ease of mixing of the components. The surface-active agent should be soluble in the liquid of the component in which it is used, and should give a hydrophilic-lipophilic balance value of about from 8 to 14, as determined according to the methods outlined in "The Atlas HLB System", Atlas Chemical Industries, Inc., 1962. Only about 0.01 to 1.0 percent of surface-active agent is needed based on the total weight of the two components. However, since the presence of a surface-active agent can result in a hardened grout of lower shear strength, it is necessary to assess what effect, if any, the surfactant under consideration has on strength, and to balance this finding against the advantage to be gained in ease of mixing. Surfactants which can be used include sorbitan monooleate and monolaurate, polyoxyethylene monooleate and hexaoleate, polyoxyethylene sorbitan trioleate and monolaurate, and polyoxyethylene tridecyl ether. Of these, all are oil-soluble except the polyoxyethylene sorbitan esters, which are water-soluble, although the tridecyl ether is only sparingly soluble in oil.

The present grouting system can be used wherever structure reinforcement is required, e.g., in rock bolting or roof bolting in coal or metal mines, or to secure bolts in holes drilled in concrete structures. While the system may itself provide the reinforcement without a bolt, it finds its greatest advantage in bolt anchoring because anchored bolts give better reinforcement and because a bolt or the like may be used in any case to mix the components in the drill hole. In one embodiment, the components of the system are delivered to the drill hole by pumping through separate feeding conduits communicating with the hole either prior to or after the bolt has been inserted, preferably before bolt insertion. The pumped components can be brought together and mixed just outside the hole, at the hole opening, or in the hole. Preferably, however, they are pumped separately into the hole and mixed therein. A preferred system comprises a frangible compartmented package having the two components in separate compartments, one such package being shown in FIG. 1. In FIG. 1, a tubular member 1 of substantially circular transverse cross-section and a diaphragm 2 are constructed by wrapping a single web of pliable film material in a manner such as to form a convoluted tube having a partially single-ply and partially double-ply wall, the inner ply of the double-ply wall portion forming diaphragm 2. The two plies of the double-ply portion are sealed together near inner edge 3 and outer edge 4 of the web so as to form linear junctures or seals 5 and 6, respectively. Tubular member 1, diaphragm 2, and junctures 5 and 6 define two separate compartments 7 and 8. At each end of the compartmented tubular member, one of which is shown in FIG. 1, the end portions of tubular member 1 and of diaphragm 2 are collectively gathered together and closed by closure means 9. Compartment 8 is filled with Component A described in Example 1 which follows, and compartment 7 with Component B described in the same example.

In use, this package is inserted into a drill hole, and a bolt is forced into the package, tearing the film and penetrating a part or the full length of the package. The components are mixed by rotation of the bolt, and subsequently react with hardening so as to secure the bolt in the hole.

The invention will now be illustrated by way of the following examples. Parts are by weight.

A two-component reaction system of the following composition was made:

The percentages are percent of the ingredients by weight, based on the total combined weight of the two components. The cement was "Very High Early Strength" (VHE) cement, manufactured by U.S. Gypsum Co., a fast-setting hydraulic cement described in U.S. Pat. No. 3,860,433. This cement contains (by weight) about from 20-40% 3CaO.3Al.sub.2 O.sub.3.CaSO.sub.4 and about from 10-35% chemically unbound CaSO.sub.4, the remainder being substantially .beta.-2CaO.SiO.sub.2. The sand was Ottawa Silica Company's "Banding Sand" characterized by a surface area of about 160 cm.sup.2 /g. The oil was kerosene. The slush of cement, sand, and oil was kept separated from the thickened water/sand combination. For strength testing, the two components were mixed to substantial homogeneity, whereupon oil was exuded therefrom, and the resulting paste-like composition hardened.

The shear strength of the grout, measured after 24 hours, was 4800 psi. The method of measurement was the following:

A sample of the freshly mixed grout was placed on polyethylene terephthalate film, and a stainless steel ring, 0.625 inch (15.9 mm) in diameter and 0.115 inch (2.92 mm) high, was placed on the grout. A piece of polyethylene terephthalate film was placed over the ring, and the latter then was pressed evenly into the grout by means of a block of wood. The resulting "shear button" of the grout was placed on an Instron testing machine (conforming to ASTM Method E4, Verification of Testing Machines), and tested (24 hours after mixing) for shear strength by the method of ASTM D732. In this test, a plunger was brought down onto the grout at a rate of 0.5 inch (12.7 mm) per minute. The shear strength was calculated from the applied force to cause failure, according to the following equation: ##EQU1##

The grout also was evaluated after 24 hours in terms of its average pull strength, i.e., 1.26 tons/inch (450 kg/cm), according to the following procedure:

Freshly mixed grout was placed in a section of 1-inch (2.54 cm) threaded pipe, and a standard 0.625-inch (1.59-cm) diameter steel blunt reinforcing rod was inserted into the grout. The excess grout which was squeezed out during insertion of the rod was scraped off, and the pipe-rod assembly was placed into a test fixture mounted in an Instron Universal Testing Machine. The rod was then pulled (24 hours after the mixing of the grout) by applying a measured upward force to the bolt while the pipe section of the pipe-rod assembly was held stationary in the fixture. The force in tons at which the first discontinuity in the recorded force vs. deflection curve was observed was the pull strength.

Four dual-compartment frangible packages in the form of 18-inches (46 cm)-long, 0.9-inch (2.3 cm)-diameter "chub" cartridges as described in U.S. Pat. Nos. 3,795,081 and 3,861,522 and as is shown in FIG. 1 herein, and containing a two-component reaction system of the invention, were made from a web of polyethylene terephthalate film. One compartment contained a slush of the cement, sand, and oil described in Example 1. The other compartment contained water and the sand and thickener described in Example 1. The ingredients content based on the total combined weight of the contents of the two compartments was as follows:

Each sealed cartridge was placed in a one-inch (2.54 cm)-diameter steel pipe having a rough wall and a welded closure at one end (simulated drill hole). The pipe was held in an upright position in a vise with the closed end uppermost. A headed reinforcing rod (bolt) 0.625 inch (15.9 mm) in a diameter was inserted into the cartridge with a rotating upward motion, and spun at 300 rpm to mix the contents of the package. A washer closed off the bottom end of the pipe. Ambient temperature was 80.degree. F. After one hour the pull strength of the grout was determined by applying force to the headed end of the bolt in a downward direction at a rate of 0.5 inch (1.27 cm) per minute. The results are shown in the following table:

A cement-oil slush and an aqueous sand mixture in the proportions 28.57% cement, 14.29% oil, 42.86% sand, and 14.29% water (same cement, oil, and sand as described in Example 1) were mixed thoroughly, and shear buttons prepared from the freshly mixed grout as described in Example 1. The buttons were tested for shear strength after seven different periods of time, according to the procedure described in Example 1. The results are shown in FIG. 2, where shear strength is plotted vs. time on a logarithmic scale. It is seen that this grout achieved a shear strength of 1000-2000 psi (equivalent to the strength of coal mine roof strata) in 30 to 90 minutes, and well over 90 percent of its full strength (equivalent to the strength of metal mine roofs) in less than 4 hours.

(1) The following separate components were prepared:

The sand and oil were the same as those used in Example 1. Five different mixes of Component A were prepared, each with a different cement. The 24-hour shear strength of the grout prepared by mixing each one of the five A Components with Component B was measured as described in Example 1. The results were as follows:

(2) Strength/setting time characteristics of cements used in Part (1) in the absence of oil

Each of the cements (20 parts) listed in Part (1) above was mixed with 30 parts of the sand, and an amount of water was added according to the manufacturer's specifications to achieve maximum strength at minimum age. The number of minutes required for each oil-free grout to become hard is given in the following table:

The following table gives the compressive strengths (manufacturer's specifications) and 24-hour shear strengths (measured as described in Example 1) for oil-free grouts made from the cements listed in Part (1) above. The shear test specimens were prepared from grouts made by mixing 10 parts of the cement with 15 parts of sand and 3.5-4.5 parts of water (according to manufacturer's specifications).

The effect of sand content on the 24-hour shear strength of the grout was examined with a system wherein 28.6 parts of the cement described in Example 1 and 14.3 parts of the oil described in Example 1 formed one component, and 14.3 parts of a 1 percent aqueous polyacrylamide solution formed the other component, and an amount of sand was divided evenly between the two components. The results are shown in the following table:

A reaction system in which 18.7 percent cement and 13.1 percent oil (same cement and oil as in Example 1) were in Component A, 12.1 percent of a 1 percent aqueous solution of polyacrylamide was in Component B, and 56.1 percent sand (the sand used in Example 1) was located as indicated in the following table, was tested for shear strength as described previously:

These results show that the distribution of sand between the components has no significant effect on the shear strength of the hardened grout inasmuch as all of the values are within .+-. 10 percent of the average value, a deviation possibly due to experimental error in the test procedure.

Fibrous materials were added to the cement-oil slush in the following experiments.

(a) A grout made by mixing a cement-oil slush containing 28.49 parts VHE cement, 14.25 parts of the oil described in Example 1, and 0.28 part of 0.5-1 inch long glasswool fibers with an aqueous sand suspension containing 42.74 parts of the sand described in Example 1, 14.25 parts of water, and 0.14 part of polyacrylamide, had a 1-day shear strength (method of Example 1) of 4150 psi. The same slush without the glasswool gave a grout having a 1-day shear strength of 3360 psi.

(b) The 4-hour shear strength of a grout made by mixing 40.61 parts VHE cement and 18.27 oil (same as that of Example 1) with 20.30 parts sand (same as that of Example 1) and 20.30 parts of a 1 percent aqueous solution of polyacrylamide was increased from 1400 psi to 1750 psi by the addition of 0.51 percent of 0.5-inch long Kevlar.RTM. (aramide) fibers to the cement slush.

Different organic liquids were tested as slush-forming liquids by combining 20 parts of VHE cement with 10 parts of the liquid being tested, adding 10 parts of water to the resulting slush, mixing the cement and water components, and testing the resulting grout qualitatively for hardness. The results were as follows:

The following components were prepared:

Component A (113 parts) and Component B (187 parts) were packed into the separate compartments of the polyethylene terephthalate film cartridge described in Example 2. The cartridged grout was subjected to a pull strength test in a simulated drill hole as described in Example 2. Twenty-four hours after the components had been mixed, the pull strength of the hardened grout was 12 tons.

Temperature was found to have an effect on the strength development pattern of the cement grout system of the invention. Different samples of a grout prepared from the following components were tested for shear strength after 7 hours at 5.degree., 23.degree., 40.degree., 60.degree., and 100.degree. C., respectively, according to the procedure described in Example 1:

The results were as follows:

A sample of the mixed components held at 5.degree. C. developed shear strengths of 3530 and 5000 psi after 24 hours and 7 days, respectively; and a sample held at 23.degree. C. developed shear strengths of 3550 and 3540 psi after 24 hours and 7 days, respectively. Thus, a slightly elevated temperature aids early strength development and would be useful when maximum strength is desired in no more than a few hours; however, the ultimate long-term strength of heated samples is lower than that of samples stored at lower temperature.