本文提出了一种确定土的本构模型参数的新方法。
A new method for determining the parameters of soil constitutive models is presented.
在总结现有土体蠕变模型基础上，提出了适合合肥地区非饱和膨胀土的本构模型。
Based on the existing soil creep model, proposed the unsaturated expansive soil constitutive model in Hefei area.
目前对非饱和土的本构模型进行了很多研究，但有一些基础的问题还没得到很好的解决。
Although a number of constitutive models for unsaturated soils exist in the literature, some fundamental questions have not been fully answered.
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