A chart-based seismic stability analysis method for rock slopes using Hoek-Brown failure criterion
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- 作者：Xing-yuan Jianga ; b ; Peng Cuia ; c ; pengcui@imde.ac.cn" class="auth_mail" title="E-mail the corresponding author ; Chuan-zheng Liua ; b
- 关键词：Rock slope ; Hoek-Brown failure criterion ; Factor of safety ; Scaling factor ; Stability chart analysis method
- 刊名：Engineering Geology
- 出版年：2016
- 出版时间：15 July 2016
- 年：2016
- 卷：209
- 期：Complete
- 页码：196-208
- 全文大小：2999 K
文摘
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A chart-based model for calculating the FoS of rock mass slopes is proposed.
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Theoretical relation between FoS and HB parameters is developed based on the LEM.
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The dependability of the proposed model is test using 2480 sets of data.