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土料须具有足够的塑性，使之能适应坝体及坝基的变形而不致产生裂缝。
The material must have enough plasticity for avoiding cracks while dam and its foundation become deformed.
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.
土坡稳定问题的塑性极限分析法与惯用的极限平衡分析法不同的是它考虑了土的应力——应变关系，属土坡稳定分析的新技术。
The plasticity analyses for stability problems is differentiated from the conventional limit equilibrium method by the former in consideration of the soil's stress-strain relationship.
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