Variational Principle for Dynamic Consolidation Analysis of Saturated Soil

Zhang Hongwu; Zhong Wanxie; Qian Lingxi

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Volume 14 Issue 3

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Chinese Journal of Geotechnical Engineering > 1992 > 14(3): 20-29.

Zhang Hongwu, Zhong Wanxie, Qian Lingxi. Variational Principle for Dynamic Consolidation Analysis of Saturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(3): 20-29.

Citation:

Zhang Hongwu, Zhong Wanxie, Qian Lingxi. Variational Principle for Dynamic Consolidation Analysis of Saturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(3): 20-29.

Citation:

Zhang Hongwu, Zhong Wanxie, Qian Lingxi. Variational Principle for Dynamic Consolidation Analysis of Saturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(3): 20-29.

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Variational Principle for Dynamic Consolidation Analysis of Saturated Soil

Research Institute of Engineering Mechanics Dalian University of Technology

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Published Date: May 21, 1992

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Abstract

Abstract

Functional reprentations corresponding to the variational principle for dynamic differential equations of saturated soil in Ref. [1] were presented. It is significant for the numerical analysis on dynamic consolidation problems of saturated porous media.