| 花岗岩类土质高边坡破坏方式研究 |
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| 引用本文： | 陈志新,赵晓彦.花岗岩类土质高边坡破坏方式研究[J].路基工程,2010,0(4):149-150. |
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| 作者姓名： | 陈志新 赵晓彦 |
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| 作者单位： | 1.清远市公路管理局， 广东清远511500 |
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| 摘 要： | 分析了花岗岩类土质高边坡稳定性及其稳定性控制因素，结果表明，坡体中隐藏的结构面对边坡的稳定性有很强的控制作用。其边坡破坏分为:平面形破坏，崩塌破坏，圆弧形破坏。当坡体中有对边坡稳定性起控制作用的结构面时，边坡以平面形破坏、崩塌破坏为主，反之，则以圆弧形破坏为主。
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| 关 键 词： | 花岗岩类土质边坡 破坏方式 结构面 |
| 收稿时间： | 2019-11-10 |
Study on Failure Mode of Granite Soil High Slope |
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| Authors: | CHEN Zhi-xin ZHAO Xiao-yan |
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| Institution: | 1.Qingyuan Highway Administration Bureau,Qingyuan 511500,Guangdong,China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China) |
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| Abstract: | Granite soil high slope stability and its control factors are analyzed.It is shown from the result that the hidden structural face in slope has very strong control effect on slope stability.Slope failure includes plane damage,damage from collapse and arch damage.When there is structural face controlling slope stability in the slope,slope failure is mainly of plane damage and damage from collapse.Contrarily,it is mainly of arch damage. |
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| Keywords: | granite soil slope failure mode structural face |
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