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陈越. 异向性粒状体的极限平衡理论[J]. 岩土工程学报, 1994, 16(5): 54-64.
引用本文: 陈越. 异向性粒状体的极限平衡理论[J]. 岩土工程学报, 1994, 16(5): 54-64.
Chen Yue. Limit Eguilibrium Theory for Anisotropic Granular Mass[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(5): 54-64.
Citation: Chen Yue. Limit Eguilibrium Theory for Anisotropic Granular Mass[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(5): 54-64.

异向性粒状体的极限平衡理论

Limit Eguilibrium Theory for Anisotropic Granular Mass

  • 摘要: 本文以笔者提出的粒状材料强度异向性规律的理论表示式 ̄[1,2]为数学手段,推导了可适用于异向性粒状体的Kotter塑性应力场方程,阐明了这种塑性应力场的基本特征。这一结果,可以表示为不依赖于强度参数tgψ(ζ)具体假定形式的一般形式,而且还已假定成在必要时可按拟静法考虑水平地震荷载效应的形式。

     

    Abstract: In this paper Kottter′s equation of plastic stress fidld and its characteristics have been derivedand expounded for the anisotropic granular mass by means of the theoretical expression for the rule ofstrength-anisotropy for granular material,suggested by the author before. Moreovethis result can beexpressed in a general form independent of the assumed strength parameter ,and it also has beenso set that,in case of necessity,the effect of horizontai earthquake force can be considered by thepseudo-static method.

     

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