A method of reducing the swell potential of an expansive clay mineral. The method includes (a) carrying out a forcefield-modified molecular level simulation to determine an amount of a swelling reduction agent to be incorporated into the expansive clay mineral to form a swelling reduction agent incorporated expansive clay mineral with a reduced swell potential S.sub.i(ECM) that is no greater than a pre-set level T, wherein the swelling reduction agent comprises at least one cementation material of calcite, gypsum, and potassium chloride and/or at least one exchangeable cation of K.sup.+, Ca.sup.2+, and Mg.sup.2+, and wherein the forcefield-modified molecular level simulation comprises molecular mechanics, molecular dynamics, and Monte Carlo simulation techniques configured to simulate the reduced swell potential S.sub.i(ECM), and (b) incorporating the amount of the swelling reduction agent into the expansive clay mineral to form the swelling reduction agent incorporated expansive clay mineral.

A method of reducing the swell potential of an expansive clay mineral. The method includes (a) carrying out a forcefield-modified molecular level simulation to determine an amount of a swelling reduction agent to be incorporated into the expansive clay mineral to form a swelling reduction agent incorporated expansive clay mineral with a reduced swell potential S.sub.i(ECM) that is no greater than a pre-set level T, wherein the swelling reduction agent comprises at least one cementation material of calcite, gypsum, and potassium chloride and/or at least one exchangeable cation of K.sup.+, Ca.sup.2+, and Mg.sup.2+, and wherein the forcefield-modified molecular level simulation comprises molecular mechanics, molecular dynamics, and Monte Carlo simulation techniques configured to simulate the reduced swell potential S.sub.i(ECM), and (b) incorporating the amount of the swelling reduction agent into the expansive clay mineral to form the swelling reduction agent incorporated expansive clay mineral.

A method of reducing the swell potential of an expansive clay mineral. The method includes (a) carrying out a forcefield-modified molecular level simulation to determine an amount of a swelling reduction agent to be incorporated into the expansive clay mineral to form a swelling reduction agent incorporated expansive clay mineral with a reduced swell potential S.sub.i(ECM) that is no greater than a pre-set level T, wherein the swelling reduction agent comprises at least one cementation material of calcite, gypsum, and potassium chloride and/or at least one exchangeable cation of K.sup.+, Ca.sup.2+, and Mg.sup.2+, and wherein the forcefield-modified molecular level simulation comprises molecular mechanics, molecular dynamics, and Monte Carlo simulation techniques configured to simulate the reduced swell potential S.sub.i(ECM), and (b) incorporating the amount of the swelling reduction agent into the expansive clay mineral to form the swelling reduction agent incorporated expansive clay mineral.

A method of reducing the swell potential of an expansive clay mineral. The method includes (a) carrying out a forcefield-modified molecular level simulation to determine an amount of a swelling reduction agent to be incorporated into the expansive clay mineral to form a swelling reduction agent incorporated expansive clay mineral with a reduced swell potential S.sub.i(ECM) that is no greater than a pre-set level T, wherein the swelling reduction agent comprises at least one cementation material of calcite, gypsum, and potassium chloride and/or at least one exchangeable cation of K.sup.+, Ca.sup.2+, and Mg.sup.2+, and wherein the forcefield-modified molecular level simulation comprises molecular mechanics, molecular dynamics, and Monte Carlo simulation techniques configured to simulate the reduced swell potential S.sub.i(ECM), and (b) incorporating the amount of the swelling reduction agent into the expansive clay mineral to form the swelling reduction agent incorporated expansive clay mineral.

An American high-tech earth soil recovery method, characterized in that, the earth soil contains 108 soil trace elements, comprising the following steps: preparing a powder of nano-particles for the soil trace elements; and spraying the powder into soil infertile, acidified, or contaminated by heavy metals, and through an antagonistic (exchange) effect of the soil trace elements incurred by the powder (electrolyte) potential, the earth soil is recovered, so that in growing a crop, even if the earth soil is contaminated by heavy metals, the heavy metals are not absorbed, and the crop grows by absorbing the added soil trace elements in the soil. Through the inter-molecular antagonism/coordination/absorption/penetration, the earth soil structure is restored, to recover the earth soil for repeated usages, hereby strengthening constitution of a crop, and raising its quality and yield.

An American high-tech earth soil recovery method, characterized in that, the earth soil contains 108 soil trace elements, comprising the following steps: preparing a powder of nano-particles for the soil trace elements; and spraying the powder into soil infertile, acidified, or contaminated by heavy metals, and through an antagonistic (exchange) effect of the soil trace elements incurred by the powder (electrolyte) potential, the earth soil is recovered, so that in growing a crop, even if the earth soil is contaminated by heavy metals, the heavy metals are not absorbed, and the crop grows by absorbing the added soil trace elements in the soil. Through the inter-molecular antagonism/coordination/absorption/penetration, the earth soil structure is restored, to recover the earth soil for repeated usages, hereby strengthening constitution of a crop, and raising its quality and yield.

Composition comprising at least one calcium-magnesium compound and a second compound chosen in the group consisting of B.sub.2O.sub.3, NaO.sub.3, calcium aluminate, calcium silicate, calcium ferrite such as Ca.sub.2Fe.sub.2O.sub.5 or CaFe.sub.2O.sub.4, Al, Mg, Fe, Mn, Mo, Zn, Cu, Si, CaF.sub.2, C, CaC.sub.2, CaSi, CaMg, CaFe, FeMn, FeSi, FeSiMn, FeMo; TiO.sub.2, an oxide or a hydroxide of molybdenum, copper, zinc, and their mixture, in the form of compacts formed with compacted and shaped particles of calcium-magnesium compounds, having a Shatter Test Index of less than 20% and the manufacturing process thereof.

Composition comprising at least one calcium-magnesium compound and a second compound chosen in the group consisting of B.sub.2O.sub.3, NaO.sub.3, calcium aluminate, calcium silicate, calcium ferrite such as Ca.sub.2Fe.sub.2O.sub.5 or CaFe.sub.2O.sub.4, Al, Mg, Fe, Mn, Mo, Zn, Cu, Si, CaF.sub.2, C, CaC.sub.2, CaSi, CaMg, CaFe, FeMn, FeSi, FeSiMn, FeMo; TiO.sub.2, an oxide or a hydroxide of molybdenum, copper, zinc, and their mixture, in the form of compacts formed with compacted and shaped particles of calcium-magnesium compounds, having a Shatter Test Index of less than 20% and the manufacturing process thereof.

The present disclosure provides a greenhouse gas emission reduction method for a heavy metal contaminated soil, falling within the technical field of emission reduction of greenhouse gas nitrous oxide. Specifically, hydroxyapatite (HAP) is added to a soil to effectively reduce the emission of nitrous oxide in the soil, and at the same time, the treatment of heavy metal contamination is realized, which is very suitable for the promotion and use of nitrous oxide emission reduction in the contaminated soil.

The present disclosure provides a greenhouse gas emission reduction method for a heavy metal contaminated soil, falling within the technical field of emission reduction of greenhouse gas nitrous oxide. Specifically, hydroxyapatite (HAP) is added to a soil to effectively reduce the emission of nitrous oxide in the soil, and at the same time, the treatment of heavy metal contamination is realized, which is very suitable for the promotion and use of nitrous oxide emission reduction in the contaminated soil.