| 饱和土壤固结非线性有限元分析 |
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| 引用本文： | 钱令希,钟万勰.饱和土壤固结非线性有限元分析[J].大连理工大学学报,1993,33(1):1-8. |
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| 作者姓名： | 钱令希 钟万勰 |
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| 作者单位： | 大连理工大学工程力学研究所
(钱令希，钟万勰)，大连理工大学工程力学研究所(张洪武) |
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| 摘 要： | 为发展一个实用的土壤固结非线性有限元分析程序，在以往工作的基础上，以变分原理为基础，给出了饱和土壤固结弹塑性分析的基本方程．利用文中的理论，编制了有限元通用分析程序ＤＩＡＳＳ，并进行了例题计算．对考虑非线性弹性与弹粘塑性模型的土体固结分析方法进行了讨论．
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| 关 键 词： | 饱和土 有限元法 固结理论 |
Nonlinear finite element analysis for saturated soil consolidation |
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| Qian Lingxi,Zhong Wanxie,Zhang Hongwu.Nonlinear finite element analysis for saturated soil consolidation[J].Journal of Dalian University of Technology,1993,33(1):1-8. |
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| Authors: | Qian Lingxi Zhong Wanxie Zhang Hongwu |
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| Abstract: | The purpose of this work is to develop a general nonlinear analysis program for soil consolidation. Based on variational principle, the fundamental equations are put forward for consolidation analysis of elasto-plastic saturated soil. A general analysis program DIASS has been developed in terms of the theory given. The computational methods dealing with nonlinear elastic and elasto-visco-plastic constitutive model of soil are discussed. |
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| Keywords: | sturated soil finite element method non-linear consolidation theory |
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