Various methods for making material capable of forming structural composites are disclosed. For example, a particular method may include growing an amount of cyanotic organisms, separating cell walls of the cyanotic organisms from internal portions of the cyanotic organisms to form a purified algae extract, the purified algae extract being from the internal portions of the cyanotic organisms, and applying an effective amount of alkaline water to the purified algae extract to form a balanced algae extract having little or no chemical reactivity, wherein a pH of the alkaline water is a function of a pH of the purified algae extract.

Various methods for making material capable of forming structural composites are disclosed. For example, a particular method may include growing an amount of cyanotic organisms, separating cell walls of the cyanotic organisms from internal portions of the cyanotic organisms to form a purified algae extract, the purified algae extract being from the internal portions of the cyanotic organisms, and applying an effective amount of alkaline water to the purified algae extract to form a balanced algae extract having little or no chemical reactivity, wherein a pH of the alkaline water is a function of a pH of the purified algae extract.

A cohesive granular material comprises granules made of a stiff substance and having a grain size in the range from 55 m to 2.0 mm; an elastomeric substance connecting the granules, a Young's modulus of the elastomeric substance being at maximum 0.5 times a Young's modulus of the stiff substance; and voids between the granules, the voids being interconnected and providing a fluid permeability to the cohesive granular material.

A cohesive granular material comprises granules made of a stiff substance and having a grain size in the range from 55 m to 2.0 mm; an elastomeric substance connecting the granules, a Young's modulus of the elastomeric substance being at maximum 0.5 times a Young's modulus of the stiff substance; and voids between the granules, the voids being interconnected and providing a fluid permeability to the cohesive granular material.

A flowable composition. The composition may consist of fly ash, filler, water, and air. The fly ash may be Class C fly and/or Class F fly ash. The filler may be sand. The composition may have a set time of less than 1 hour. The composition may have a compressive strength of between 10 psi and 100 psi after 4 hours. The composition may have a compressive strength of between 50 and 1200 psi at 28 days.

The present disclosure relates generally to building materials, such as building boards, having improved strength and reduced shrinkage. More particularly, the present disclosure provides building compositions comprising Struvite-K (KMgPO.sub.46 H.sub.2O), Syngenite (K.sub.2Ca(SO.sub.4).sub.2H.sub.2O), and one or more silicate additives suitable for use in building materials.

The present invention relates to a cementitious composition adapted to form mortars or cements comprising glass as an additive having reduced tendency to reaction with alkali, characterized in that said glass is obtained by grinding and subsequent washing with water.

A variety of methods and compositions are disclosed, including, in one embodiment, a method of cementing in a subterranean formation, comprising: providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; activating the set-delayed cement composition; introducing the set-delayed cement composition into a subterranean formation; and allowing the set-delayed cement composition to set in the subterranean formation.

A variety of methods and compositions are disclosed, including, in one embodiment, a method of cementing in a subterranean formation, comprising: providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; activating the set-delayed cement composition; introducing the set-delayed cement composition into a subterranean formation; and allowing the set-delayed cement composition to set in the subterranean formation.

This invention relates to polymeric compositions for application onto natural stone in order to provide for long-term chemical, stain, and water resistance, along with antimicrobial properties. Many natural, unsealed stones do not have stain, etch, or water resistance. The described compositions were developed using a technology of chemical grafting that involves the use of prepolymers, monomers, catalysts, graft initiators, wetting agents, antimicrobial agents, and other ingredients. The composition, when thus applied to the stone surface allows it to obtain a graft polymerization, thereby forming a polymer film that is chemically attached to the natural stone, rather than typical physical bonding of other sealer compositions. The natural stones react with a graft initiator in the composition, which creates the reaction sites on the natural stone surface via free radical mechanisms. This in turn renders the natural stone to be receptive to attachment of monomers/prepolymers forming a polymeric film chemically bonded to the natural stone which then has the desired properties in terms of resistance to staining, etching, water penetration, etc., used in homes and light commercial applications, as well as for exterior use on building facades, monuments and the like.