A manufacturing process of a concrete product includes: (1) extracting calcium from solids as portlandite; (2) forming a cementitious slurry including the portlandite; (3) shaping the cementitious slurry into a structural component; and (4) exposing the structural component to carbon dioxide sourced from a flue gas stream, thereby forming the concrete product.

A manufacturing process of a concrete product includes: (1) extracting calcium from solids as portlandite; (2) forming a cementitious slurry including the portlandite; (3) shaping the cementitious slurry into a structural component; and (4) exposing the structural component to carbon dioxide sourced from a flue gas stream, thereby forming the concrete product.

The present disclosure belongs to the technical field of mortar, and in particular, to three-dimensional (3D) printed mortar and a preparation method therefor, and a 3D printing method for mortar. The mortar includes: 50-70 parts of ordinary Portland cement; 6-14 parts of sulphoaluminate cement; 2-20 parts of slag powder; 18-22 parts of fly ash; 0.25-2 parts of accelerator; 0.05-0.45 parts of cellulose ether; 0.1-0.3 parts of naphthalene series water reducer; 0.4-0.6 parts of redispersible rubber powder; 0.1-0.5 parts of defoamer; 0.1-0.5 parts of early strength agent; 0.4-1.0 part of polypropylene fiber; 100-120 parts of fine aggregate; and 30-40 parts of water. A 3D printing speed of the mortar of the present disclosure can be stably kept within 150-200 mm/s by using the above raw materials at a reasonable ratio.

The present disclosure discloses a self-curing fluid solidified soil composite curing agent and its application, which is composed of the following raw materials by mass percentage: 30-35% of cement, 10-20% of slag, 10-20% of gypsum, 5-8% of calcium carbide slag, 30-39% of microbial curing agent, 1-5% of self-curing microbeads. The present disclosure can effectively improve the compressive strength of the fluid solidified soil while ensuring the early fluidity of the fluid solidified soil, inhibit the shrinkage deformation of the fluid solidified soil, and improve the durability of the fluid solidified soil. The present disclosure improves the recycling rate of solid waste resources and has the characteristics of low cost and remarkable environmental protection effect under the premise of ensuring the application effect, which is suitable for large-scale promotion and application.

Beneficial use structures are disclosed that include coal combustion residuals (CCR) mixed with water and a binder to form a structural material, and adapted to be compacted for use in the formation of the beneficial use structure. Various structures having beneficial uses are described, including compressed air storage facilities and a pumped hydroelectric facility, including such a facility adapted for use with a lock system of a waterway.

An admixture includes a cementitious component, an unprocessed biomass component, calcium chloride, calcium carbonate, and an adhesive element. The admixture is suitable for mixing with water to form a flowable material that cures to produce a hardened material. A flowable material includes the admixture and water. A method of producing a flowable material includes turning on a mixer and adding an unprocessed biomass component to a drum of the mixer. The unprocessed biomass component is sprayed with an adhesive element to form a first composition. Calcium carbonate is added to the first composition in the mixing chamber, to form a second composition. The second composition is mixed. A cementitious component is added to the mixed second composition in the mixing chamber, to form a third composition, which is mixed with water and calcium chloride to produce the flowable material. The flowable material cures to form the hardened material.

The present disclosure provides a geopolymer composition having a controllable setting time comprising: at least one reactive aluminosilicate; at least one retarder; and at least one alkali silicate activator solution.

Methods and compositions for treating a subterranean formation with salt-tolerant cement slurries including treating a salt-containing subterranean formation having sodium salts, potassium salts, magnesium salts, calcium salts, or any combination thereof comprising: providing a salt-tolerant cement slurry comprising: a base fluid, a cementitious material, a pozzolanic material, a salt-tolerant fluid loss additive, a salt additive, and optionally, an elastomer, a weight additive, a fluid loss intensifier, a strengthening agent, a dispersant, or any combination thereof, introducing the salt-tolerant cement slurry into the subterranean formation; and allowing the salt-tolerant cement slurry to set.

A 3D-printable, self-reinforced ultra-ductile cementitious material comprising; a mix of 50 percent cement and 50 percent mineral admixture.

A method for obtaining microcement and the microcement obtained thereof, by means of using a closed-circuit mill with high-efficiency separators (second generation with cyclones for dust collection), thus allowing to produce at a very low cost, showing excellent properties and quality of the microcement obtained thereof.