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METHOD FOR REDUCING SWELL POTENTIAL OF EXPANSIVE CLAYEY SOIL WITH NANO-LEVEL CONSTITUTIVE MODELING

机译:纳本构模型降低膨胀黏土膨胀势的方法。

摘要

A method of reducing the swell potential of an expansive clayey soil comprising expansive clay mineral(s) at a proportion of the total weight of the expansive clayey soil (PECM). The method includes (a) calculating a first amount of a swelling reduction agent to be incorporated into the expansive clayey soil to form a first swelling reduction agent incorporated expansive clayey soil with a reduced swell potential no greater than a pre-set level T with a nano-level constitutive modeling based on the water content and the CEC of the expansive clayey soil and PECM. The swelling reduction agent is at least one selected from calcite, gypsum, potassium chloride, a composition comprising exchangeable K+, a composition comprising exchangeable Ca2, and/or a composition comprising exchangeable Mg2+, and (b) incorporating the first amount of the swelling reduction agent into the expansive clayey soil to form the first swelling reduction agent incorporated expansive clayey soil.
机译:一种减少膨胀性黏土的膨胀势的方法,该方法包括以膨胀性黏土的总重量(P ECM )的总重量的比例包含膨胀性黏土矿物。该方法包括(a)计算要掺入膨胀性黏土中的第一量的溶胀还原剂,以形成第一溶胀性掺入的膨胀性黏土,其溶胀势不大于预设水平T,其中溶胀度不大于预设水平T。膨胀黏土和P ECM 的含水量和CEC的纳米级本构模型。溶胀减少剂是选自方解石,石膏,氯化钾,包含可交换的K + 的组合物,包含可交换的Ca 2 的组合物和/或组合物中的至少一种。包含可交换的Mg 2 + ,以及(b)将第一量的溶胀还原剂掺入膨胀黏土中,以形成第一溶胀剂掺入膨胀黏土中。

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