基于均质横等向条件下加筋土的本构关系

    THE CONSTITUTIVE RELATION OF REINFORCED SOILUNDER THE HOMOGENIZED TRANSVERSELY ISOTROPIC MODEL

    • 摘要: 根据加筋土的工程结构,对加筋土的力学性质进行了分析,并利用Klivin的粘弹性模型得出了一个比较接近于工程实际的本构方程,为此类工程的数值分析提供了依据。

       

      Abstract: Based on the elastic theories and mathematical analysis,adopted homogenized transversely isotropic model and Klivin visco\|elastic model,a constitutive equation about reinforced soil has deduced.The conclusion can be used in engineering analysis and numerical simulation.

       

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