| 采用广义Hoek—Brown准则反算滑坡岩体强度 |
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| 引用本文： | 赵学龙,祝玉学,鲁兆明.采用广义Hoek—Brown准则反算滑坡岩体强度[J].金属矿山,2001(3):19-21,26. |
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| 作者姓名： | 赵学龙 祝玉学 鲁兆明 |
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| 作者单位： | 马鞍山矿山研究院 |
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| 摘 要： | 滑坡可能为一个实比例的大型岩体强度“试验”，它真实地反映特定地质和工程条件下边坡岩体的力学响应特性。本文采用非线性广义Hoek-Brown破坏准则，引入地质强度指标，为反算破裂结构岩体边坡破坏时所调动的抗剪强度参数提出一种简洁、实用的方法。
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| 关 键 词： | 边坡破坏反分析 岩体强度 地质强度指标 破坏准则 抗剪强度 |
Estimates of Rock Mass Strength of Sliding Slope Using Back Analysis Method from the Generalized Hoek-Brown Criterion |
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| Zhao Xuelong,Zhu Yuxue,Lu Zhaoming.Estimates of Rock Mass Strength of Sliding Slope Using Back Analysis Method from the Generalized Hoek-Brown Criterion[J].Metal Mine,2001(3):19-21,26. |
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| Authors: | Zhao Xuelong Zhu Yuxue Lu Zhaoming |
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| Affiliation: | Maanshan Institute of Mining Research |
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| Abstract: | A sliding slope can be served as f full-scale test of rock mass strength,which reflects the characteristics that slope rock mass responses to mechanics under specifed geologic and engineering conditions.This paper proposes a brief and practical method for estimating the shear strength parameters mobilized during slope failure in cataclast texture rock mass using back analysis procedure from the generalized Hoek-brown non-linear failure criterion into which the geological stength index (GSI) is introduced. |
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| Keywords: | Back analysis of rock slope failure Rock mass strength Geological stength index Failure criterion |
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