A method may include comprising: defining engineering parameters of a proposed cement slurry, the engineering parameters comprising at least a compressive strength requirement, a density requirement, a storage time requirement, and a thickening time requirement; selecting, based at least in part on a model of compressive strength, a model of storage time, and the density requirement, at least a cement and mass fraction thereof, at least one supplementary cementitious material and mass fraction thereof, and a water and mass fraction thereof, such that a set cement formed from the cement, the at least one supplementary cementitious material, and the water meets or exceeds the compressive strength requirement and the density requirement; selecting, based at least in part on a model of thickening time, an accelerator and mass fraction thereof; and preparing a cement slurry comprising the cement and mass fraction thereof, the at least one supplementary cementitious material and mass fraction thereof, the water and mass fraction thereof, and the cement retarder and mass fraction thereof.

A method may include comprising: defining engineering parameters of a proposed cement slurry, the engineering parameters comprising at least a compressive strength requirement, a density requirement, a storage time requirement, and a thickening time requirement; selecting, based at least in part on a model of compressive strength, a model of storage time, and the density requirement, at least a cement and mass fraction thereof, at least one supplementary cementitious material and mass fraction thereof, and a water and mass fraction thereof, such that a set cement formed from the cement, the at least one supplementary cementitious material, and the water meets or exceeds the compressive strength requirement and the density requirement; selecting, based at least in part on a model of thickening time, an accelerator and mass fraction thereof; and preparing a cement slurry comprising the cement and mass fraction thereof, the at least one supplementary cementitious material and mass fraction thereof, the water and mass fraction thereof, and the cement retarder and mass fraction thereof.

The invention relates to mortar or concrete produced with a hydraulic binder, comprising aggregates from cinders from the bottom of municipal waste incinerators and/or from slurry from wastewater treatment plants, or other natural or artificial aggregates, of different particle sizes depending of the use thereof as mortar or concrete, and a binder consisting of: glass and/or other pozzolans; pure Portland clinker with gypsum or plaster of Paris, or the resulting cements following the grinding thereof; and/or optionally lime, depending on the quantity of glass and/or pozzolans; all of the materials forming the base of the binder being ground and mixed together until a binder is obtained, together with the aggregates, with cementing mineral neoformations and a strong pozzolanic character.

A method of producing cement clinker and a second calcined material, wherein the cement clinker is produced in a first production line and the second calcined material is produced from a raw material in a second production line by carrying out the following procedures e) optionally drying the raw material in a dryer, g) calcining the optionally dried raw material in a rotary kiln to obtain the second calcined material, wherein the sensible heat of a hot gas in the first production line is used as a heat source in the calcining step g) for calcining the raw material, and wherein the rotary kiln exhaust gas coming from the calcining step g) is introduced into the first production line for the secondary combustion of the rotary kiln exhaust gas.

Embodiments of the present disclosure relate to methods of a method of making agricultural waste ash supplementary cementitious materials (AWASCMs), the method includes pretreating agricultural waste with acid, burning the acid pretreated agricultural waste to form agricultural waste ash (AWA), heat treating the AWA, grinding the AWA into an AWA supplemental cementitious material (AWASCM), and mixing the AWASCM with cement, water, and supplementary cementitious materials (SCMs) to create a cement paste. Embodiments of the present disclosure relate to a composition including sand, coarse aggregate, and cementitious materials. The cementitious materials includes cement, a SCM, and an AWASCM. The AWASCM includes an AWA and AWF.

Embodiments of the present disclosure relate to methods of a method of making agricultural waste ash supplementary cementitious materials (AWASCMs), the method includes pretreating agricultural waste with acid, burning the acid pretreated agricultural waste to form agricultural waste ash (AWA), heat treating the AWA, grinding the AWA into an AWA supplemental cementitious material (AWASCM), and mixing the AWASCM with cement, water, and supplementary cementitious materials (SCMs) to create a cement paste. Embodiments of the present disclosure relate to a composition including sand, coarse aggregate, and cementitious materials. The cementitious materials includes cement, a SCM, and an AWASCM. The AWASCM includes an AWA and AWF.

Disclosed is an incinerator fly-ash pelletization method that concentratively arranges incinerated garbage fly ash inside a supporting member, and uses upper and lower molding members that are respectively provided with upper and lower pressing forces of different magnitudes to press and mold the incinerated garbage fly ash into a fly-ash pellet having a rounded projection portion on each of upper and lower surfaces thereof for reuse in a subsequent stage. The rounded projection portion functions to separate multiple fly-ash pellets that are stacked together to facilitate complete combustion, so as to effectively reduce environmental pollution and realize the purposes of recycling and reusing waste resources and improving economic values. The apparatus includes an apparatus chassis, and upper and lower hydraulic cylinders are arranged in the apparatus chassis to respectively connect to the upper and lower molding members that are each provided, at a central portion, with an arc-form shallow trough.

Disclosed is an incinerator fly-ash pelletization method that concentratively arranges incinerated garbage fly ash inside a supporting member, and uses upper and lower molding members that are respectively provided with upper and lower pressing forces of different magnitudes to press and mold the incinerated garbage fly ash into a fly-ash pellet having a rounded projection portion on each of upper and lower surfaces thereof for reuse in a subsequent stage. The rounded projection portion functions to separate multiple fly-ash pellets that are stacked together to facilitate complete combustion, so as to effectively reduce environmental pollution and realize the purposes of recycling and reusing waste resources and improving economic values. The apparatus includes an apparatus chassis, and upper and lower hydraulic cylinders are arranged in the apparatus chassis to respectively connect to the upper and lower molding members that are each provided, at a central portion, with an arc-form shallow trough.

A method of designing a cement slurry may include: (a) selecting at least a cement and concentration thereof, water and concentration thereof, and, optionally, at least one supplementary cementitious material and a concentration thereof, such that a cement slurry comprising the cement, the water, and, if present, the at least one supplementary cementitious material, meet a density requirement; (b) calculating a thickening time of the cement slurry using a thickening time model; (c) comparing the thickening time of the cement slurry to a thickening time requirement, wherein steps (a)-(c) are repeated if the thickening time of the cement slurry does not meet or exceed the thickening time requirement, wherein the selecting comprises selecting different concentrations and/or different chemical identities for the cement and/or the supplementary cementitious material than previously selected, or step (d) is performed if the thickening time of the cement slurry meets or exceeds the thickening time requirement; and preparing the cement slurry.

A method of designing a cement slurry may include: (a) selecting at least a cement and concentration thereof, water and concentration thereof, and, optionally, at least one supplementary cementitious material and a concentration thereof, such that a cement slurry comprising the cement, the water, and, if present, the at least one supplementary cementitious material, meet a density requirement; (b) calculating a thickening time of the cement slurry using a thickening time model; (c) comparing the thickening time of the cement slurry to a thickening time requirement, wherein steps (a)-(c) are repeated if the thickening time of the cement slurry does not meet or exceed the thickening time requirement, wherein the selecting comprises selecting different concentrations and/or different chemical identities for the cement and/or the supplementary cementitious material than previously selected, or step (d) is performed if the thickening time of the cement slurry meets or exceeds the thickening time requirement; and preparing the cement slurry.