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机译:非饱和砂土的水力-弹塑性耦合本构模型。一:配方
Dept. of Civil and Environmental Engineering,Univ. of South Carolina, 300 Main St., Columbia, SC 29208, formerly,Research Associate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman,OK 73019;
Kimmell-Bernard Chair in Engineering and David Ross Boyd and Presidential Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman,OK 73019;
unsaturated soils; constitutive model; elastoplasticity; hydro-mechanical coupling; soil water characteristic curves;
机译:非饱和砂土的水力-弹塑性耦合本构模型。 II:集成,校准和验证
机译:不饱和压实膨润土-砂混合物(BSM)的水力本构模型:实验室测试,参数校准,修改和应用
机译:非饱和摩擦黏性土的水-力耦合本构模型
机译:耦合不饱和膨胀粘土的THMC建模:构成制剂和边值问题
机译:非饱和砂土的水力-弹塑性耦合本构模型。
机译:混凝土三轴弹塑性本构律的统一公式
机译:基于混合耦合理论的非饱和水力 - 机械 - 化学本构耦合模型:水化膨胀和化学渗透
机译:弹塑性弹性 - 弹塑性速率本构方程的形式与数值积分