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本文论述了应变空间表述的岩土弹塑性理论及其数值计算方法的有关问题,并按此编制了计算程序.所给算例表明这一方法是简便可行的,为解决岩土工程问题提出了一种更好的途径.
This paper discusses the problems related to the elasto-plastic theory of rock and soil and numerical calculation methods expressed in the strain space, and compiles the calculation program accordingly. The given example shows that this method is simple and feasible, and it is proposed to solve the geotechnical engineering problem. A better way.