Methods of wellbore cementing are provided. A method of designing a cement composition may include: selecting a target heat of hydration for a target time and temperature; selecting one or more cementitious components and a weight percent for each of the one or more cementitious components such that a sum of a heat of hydration of the one or more cementitious components is less than or equal to the target heat of hydration; preparing the cement composition; and allowing the cement composition to set.

Methods of wellbore cementing are provided. A method of designing a cement composition may include: selecting a target heat of hydration for a target time and temperature; selecting one or more cementitious components and a weight percent for each of the one or more cementitious components such that a sum of a heat of hydration of the one or more cementitious components is less than or equal to the target heat of hydration; preparing the cement composition; and allowing the cement composition to set.

Methods of wellbore cementing are provided. A method of designing a cement composition may include: selecting a target heat of hydration for a target time and temperature; selecting one or more cementitious components and a weight percent for each of the one or more cementitious components such that a sum of a heat of hydration of the one or more cementitious components is less than or equal to the target heat of hydration; preparing the cement composition; and allowing the cement composition to set.

A method for curing cementitious articles includes flowing dry steam and carbon dioxide (CO.sub.2) simultaneously into a curing chamber containing a cementitious article. A relative humidity within the curing chamber may be between about 50% and about 70% and a temperature within the curing chamber may be between about 50 C. and about 70 C. A dry steam and CO.sub.2 mixture with a CO.sub.2 concentration between 2.5 vol % and 40 vol % is provided in the curing chamber and the cementitious article is cured for a duration between about 4 hours and 16 hours. Cementitious products cured with the method may have a CO.sub.2 uptake of greater than 15 wt % and a mechanical strength at least 10% greater than a cementitious product cured only in dry steam or CO.sub.2.

A method of making a composition material comparable to strength with regular concrete but with a lower weight and thermal conductivity is provided. The process includes forming a first composition from a foam admixture of a first cementitious slurry and foam. This first composition is set and then pulverized to a fine dust. The fine dust is then added to a second cementitious slurry, producing a lightweight and insulative composition material for construction applications.

Methods of wellbore cementing are provided. A method of designing a cement composition may include: selecting a target heat of hydration for a target time and temperature; selecting one or more cementitious components and a weight percent for each of the one or more cementitious components such that a sum of a heat of hydration of the one or more cementitious components is less than or equal to the target heat of hydration; preparing the cement composition; and allowing the cement composition to set.

A disclosed structural and light concrete includes a binding matrix and light aggregates. The binding matrix has a volume fraction from approximately 20% to approximately 50% of a concrete total volume and include: (1) a Portland Type I, II, III, IV or V cement or a mixture thereof, in a dose of at least 100 kg/m3 of concrete; (2) supplementary cementitious materials in a proportion of up to 4 times by volume of Portland cement; (3) a water component having a volume fraction relative to cement and supplementary cementitious materials in a range from approximately 0.2 to approximately 0.7; and (4) a maximum volume fraction of calcium hydroxide (CH) of approximately 10%. The light aggregates correspond to a volume fraction a range from approximately 30% to approximately 80% of the total concrete volume. Properties include increased compression resistance, decreased density, lower thermal conductivity and higher quotient of density resistance.

A method for curing cementitious articles includes flowing dry steam and carbon dioxide (CO.sub.2) simultaneously into a curing chamber containing a cementitious article. A relative humidity within the curing chamber may be between about 50% and about 70% and a temperature within the curing chamber may be between about 50 C. and about 70 C. A dry steam and CO.sub.2 mixture with a CO.sub.2 concentration between 2.5 vol % and 40 vol % is provided in the curing chamber and the cementitious article is cured for a duration between about 4 hours and 16 hours. Cementitious products cured with the method may have a CO.sub.2 uptake of greater than 15 wt % and a mechanical strength at least 10% greater than a cementitious product cured only in dry steam or CO.sub.2.

A cold fusion concrete formulation including a mixture of water, silicon based mineral aggregates acting as a filler material; sodium or potassium metasilicate/pentahydrate acting as an activator; waste from steel production including Granulated Ground Blast Slag acting as a cementitious ingredient; high calcium or low calcium waste from coal combustion (fly ash or bottom ash) acting as a cementitious ingredient; sodium tetraborate, sodium citrate dihydrate, citric acid, or boric acid acting as set-time retarders; strengthening agents including calcium, potassium, magnesium, sodium, or aluminium hydroxides; attapulgite, kaolin, red, or other fine grained, high alumino silicate containing clay, for increasing the silicon and alumino-silicate concentration and associated strength; a protein or synthetic protein material to form a weak covalent bond with the hydroxides and silicates, for the purpose of maintaining a consistent volume during the curing process; and a pollinated fern oil to reduce water content of the mixture and decrease viscosity.

A density controlled cold fusion concrete cementitious spray applied fireproofing material including a mixture of water, one or more of silicon dioxide, expanded glass, vermiculite, bottom ash, perlite, expanded shale, or other lightweight aggregates of various diameter sizes ranging from about 0.025 mm to about 12.5 mm in diameter; anhydrous or hydrous sodium or potassium metasilicate; waste from steel production consisting of Granulated Ground Blast Furnace Slag (GGBFS); high calcium or low calcium waste from coal combustion (fly ash or bottom ash); sodium tetraborate, sodium citrate dihydrate, citric acid, or boric acid; and an alkali-resistant micro-.