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准塑性的黏弹性模型在黏土中的应用

Application of plastic-like visco-elastic model to clay

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【作者】 胡亚元

【Author】 HU Ya-yuan(Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education,Zhejiang University,Hangzhou 310027,China)

【机构】 浙江大学软弱土与环境土工教育部重点实验室

【摘要】 在内变量准热力学的框架内分析黏性理论和塑性理论之间的关系。从殷建华–Graham的一维EVP模型出发,假定参考等效时间线上的参考点为加载初始点,分析了黏土骤然施加有效应力后等时间线上的一些性质,获得了新假设A和假设B相互近似等价的条件,并指出原假设A的缺陷。当加载后的有效应力大于1.1倍初始有效应力且持续时间大于参考绝对等效时间时,绝对等效时间近似地等于持续时间,黏土的变形可分为弹塑性变形与分项蠕变变形之和,其中弹塑性变形只与有效应力有关,而与时间无关;分项蠕变变形只与持续时间有关,而与有效应力无关。利用内变量准热力学理论,揭示了一维EVP模型的Lagrange耗散率函数与纯塑性模型的Lagrange耗散率函数的内在联系,阐明一维EVP模型具有准塑性的黏弹性性质的原因。参照一维EVP模型的Lagrange耗散率函数所呈现出来的规律,把一维EVP模型推广到三维EVP模型,并与三轴不排水剪切蠕变试验数据相比较,验证了本文三维EVP模型的合理性。

【Abstract】 On the basis of the framework of internal variable quasi-thermodynamics,the relationship between viscosity theory and plasticity theory is studied.Assuming that the reference point at the reference equivalent time line is an initial loading point and the effective stress is abruptly loaded on clay,some behaviors of the iso-time lines derived from Yin-Graham’s 1-D elastic visco-plastic model are analyzed.The scope that new Hypothesis A is approximately equivalent to Hypothesis B is obtained and the flaws of the original Hypothesis A are pointed out.When the loading effective stress is 1.1 times larger than the initial effective stress and the duration time is larger than the reference absolute equivalent time,the absolute equivalent time is approximately equal to the duration time.The strain of clay is the sum of plasto-elastic strain and fractional creep strain,in which the plasto-elastic strain depends on effective stress and is independent of time,while the fractional creep strain depends on time,but not on effective stress.By means of the theory of internal variable quasi-thermodynamics,the internal relation of Lagrange’s dissipative rate function between the 1-D EVP model and a pure plastic model is demonstrated and the reason why the 1-D EVP model has quasi-plastic visco-elastic characteristics is revealed.A 3-D EVP model is generalized from the 1-D EVP model according to the rule of Lagrange’s dissipative rate function occurring in the 1-D EVP model.Compared with experimental data obtained from consolidation-undrained triaxial shear creep test,the present 3-D EVP model is verified to be valid.

  • 【文献出处】 岩土工程学报 ,Chinese Journal of Geotechnical Engineering , 编辑部邮箱 ,2009年03期
  • 【分类号】TU442
  • 【被引频次】18
  • 【下载频次】273
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