Studies on the Shearing Strength of Soil from Slope and Foundation Failures

Zhu Weixin

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Volume 14 Issue 5

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Chinese Journal of Geotechnical Engineering > 1992 > 14(5): 46-56.

Zhu Weixin. Studies on the Shearing Strength of Soil from Slope and Foundation Failures[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 46-56.

Citation:

Zhu Weixin. Studies on the Shearing Strength of Soil from Slope and Foundation Failures[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 46-56.

Citation:

Zhu Weixin. Studies on the Shearing Strength of Soil from Slope and Foundation Failures[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 46-56.

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Studies on the Shearing Strength of Soil from Slope and Foundation Failures

Zhu Weixin

Department of Geotechnical Engineering Nanjing Hydraulic Research Institute

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Published Date: September 24, 1992

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Abstract

Abstract

In order to obtain the actual shearing strength parameters of soil for stability evaluations. This should perform post-mortem analyses of actual slides in conjunction with modern methods of determining the shearing strength of soil. This is the only way to perfact existing technigues. In this paper, the shearing strength envelope of critical cirles method is very useful! for post-mortem analyses of actual, slides.