| Hoek-Brown屈服准则及其在边坡工程中的应用 |
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| 引用本文： | 李晓云,吴顺川.Hoek-Brown屈服准则及其在边坡工程中的应用[J].山西建筑,2007,33(9):109-110. |
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| 作者姓名： | 李晓云 吴顺川 |
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| 作者单位： | 北京科技大学土木与环境工程学院,北京,100083 |
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| 摘 要： | 介绍了Hoek-Brown屈服准则的发展历程,结合工程实例,应用Hoek-Brown屈服准则,建立了有限元计算模型,通过边坡稳定性分析,指出Hoek-Brown屈服准则能有效反映岩体的非线性破坏特征,适于节理岩体的强度计算及稳定性分析。
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| 关 键 词： | 节理岩体 Hoek-Brown屈服准则 边坡 稳定性 |
| 文章编号： | 1009-6825(2007)09-0109-02 |
| 修稿时间： | 2006-10-27 |
Hoek-Brown yield criterion and its application in side slope engineering |
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| LI Xiao-yun,WU Shun-chuan.Hoek-Brown yield criterion and its application in side slope engineering[J].Shanxi Architecture,2007,33(9):109-110. |
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| Authors: | LI Xiao-yun WU Shun-chuan |
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| Affiliation: | LI Xiao-yun WU Shun-chuan |
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| Abstract: | The developing course of Hoek-Brown yield criterion is introduced.Combined with practical work and applied Hoek-Brown yield criterion finite element calculation model is built.Based upon stability analysis author points out that Hoek-Brown yield criterion is effective in reflecting the non-linear failure of rock especially for strength calculation and stability analysis of jointed rock mass. |
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| Keywords: | jointed rock mass Hoek-Brown yield criterion side slope stability |
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