然后提出了基于广义塑性力学的土本构模型。
The constitutive models of soils based on generalized plastic mechanics are put forward.
广义塑性力学不适宜于解释岩土应变局部化现象。
The generalized plastic mechanics is not adaptable to explain the geo-tech strain localization.
广义塑性力学放弃了这些假设，采用了分量理论，由固体力学原理直接导出塑性公式，它既适用于岩土材料，也适用于金属。
The generalized plastic mechanics gives up all these hypotheses and gets all its plastic formulas from solid mechanics directly, so it can be used for both geomaterial and metal.
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