Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses
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- 作者：Hisham T. Eida ; heid@qu.edu.qa" class="auth_mail" title="E-mail the corresponding author ; Khaled H. Rabiea ; Khaled.rabie@qu.edu.qa" class="auth_mail" title="E-mail the corresponding author ; Dharma Wijewickremeb ; dharmaw@civil.ubc.ca" class="auth_mail" title="E-mail the corresponding author
- 关键词：Clays ; Empirical correlation ; Failure envelope ; Landslides ; Nonlinearity ; Residual strength ; Shale ; Shear strength ; Slope stability ; Software
- 刊名：Engineering Geology
- 出版年：2016
- 出版时间：8 April 2016
- 年：2016
- 卷：204
- 期：Complete
- 页码：94-107
- 全文大小：2282 K
文摘
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New residual strength correlations were developed as a function of soil index parameters and wide range of normal stresses.
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The suitability of the new correlations in predicting the residual strength was verified.
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An expression was introduced to express the residual strength correlations for incorporation in slope stability software.