Clay soil site preparation for building structures
US-2017260450-A1 · Sep 14, 2017 · US
US10024016B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10024016-B2 |
| Application number | US-201615177872-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 9, 2016 |
| Priority date | Dec 23, 2015 |
| Publication date | Jul 17, 2018 |
| Grant date | Jul 17, 2018 |
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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 Si(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+, Ca2+, and Mg2+, 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 Si(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.
Opening claim text (preview).
The invention claimed is: 1. A method of reducing the swell potential of an expansive clay mineral, the expansive clay mineral having a water content and a cation exchange capacity (CEC), the method comprising: (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 i(ECM) that is no greater than a pre-set level T, wherein the swelling reduction agent comprises at least one cementation material selected from the group consisting of calcite, gypsum, and potassium chloride at a first weight percent of the amount of the swelling reduction agent, and/or at least one exchangeable cation selected from the group consisting of K + , Ca 2+ , and Mg 2+ at a second weight percent of the amount of the swelling reduction agent, wherein the sum of the first weight percent and the second weight percent is no greater than 100%, 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 i(ECM) of the swelling reduction agent incorporated expansive clay mineral based on the water content as an initial water content and CEC of the expansive clay mineral, the at least one cementation material at the first weight percent of the amount of the swelling reduction agent, and/or the at least one exchangeable cation at the second weight percent of the amount of the swelling reduction agent, 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. 2. The method of claim 1 , wherein the CEC of the expansive clay mineral lies in the range of 40-150 meq/100 g dry expansive clay mineral. 3. The method of claim 1 , wherein the forcefield-modified molecular level simulation comprises a modified forcefield according to the following table: Atom Types Atom type Atom Atomic mass Coordination Remarks Na Na 22.99000 0 sodium Mg6 + 2 Mg 24.31000 6 magnesium, octahedral, +2 oxidation state Al6 Al 26.98150 6 aluminium, octahedral Si3 Si 28.08600 3 silicon, tetrahedral K_ K 39.94800 0 potassium Ca6 + 2 Ca 40.08000 6 calcium, octahedral, +2 oxidation state Diagonal vdw Atom type Lennard Jones Radius (A) Well depth (kcal/mol) Na LJ_6_12 2.6378 0.1301E+00 Mg6 + 2 LJ_6_12 5.9090 0.9029E−06 Al6 LJ_6_12 4.7943 0.1329E−05 Si3 LJ_6_12 3.7064 0.1841E−05 K_ LJ_6_12 3.7423 0.1000E+00 Ca6 + 2 LJ_6_12 3.3990 0.2380E+00 Atom typing rules Atom type Atom Hybridization Formal oxidation state Mg6 + 2 Mg 0 0 0 1 Al6 Al 3 0 0 1 Si3 Si 3 0 0 1. 4. The method of claim 1 , wherein the swelling reduction agent comprises the at least one cementation material at the first weight percent of the amount of the swelling reduction agent, and wherein the forcefield-modified molecular level simulation comprises the steps of (i) a molecular level simulation of water sorption onto a crystallite of the expansive clay mineral to form a water sorbed crystallite of the expansive clay mineral with the water content of the expansive clay mineral as the initial water content, (ii) a molecular level simulation of sorption of the at least one cementation material in an amount proportional to the f
Calcium compounds, e.g. lime · CPC title
Non-ceramic binders · CPC title
against soil pressure or hydraulic pressure {(anchored foundations E02D27/50; joint sealings for use under hydraulic pressure E02D31/04)} · CPC title
Density · CPC title
containing inorganic compounds only · CPC title
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