| 层状岩体高边波稳定性的研究 |
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| 引用本文： | 余挺,李朝国. 层状岩体高边波稳定性的研究[J]. 四川大学学报(工程科学版), 1990, 0(2) |
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| 作者姓名： | 余挺 李朝国 |
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| 作者单位： | 水电部成都勘测设计院，成都科技大学水利科学研究所 |
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| 摘 要： | 本文采用有限元法和地质力学模型试验相结合的方法,研究了层状岩体高边坡坡脚基坑开挖时的破坏机理、整体抗滑稳定性和预应力锚固方式。着重探讨了边坡稳定性分析的有限元法和经济合理的加固方式等问题,获得了较为满意的结果.
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| 关 键 词： | 高边坡 非线性有限元 地质力学模型试验 稳定分析 加固措施 |
The Analysis of the Stability of Stratified Rock of High Slope |
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| Yu Ting Li Chaoguo. The Analysis of the Stability of Stratified Rock of High Slope[J]. Journal of Sichuan University (Engineering Science Edition), 1990, 0(2) |
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| Authors: | Yu Ting Li Chaoguo |
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| Affiliation: | Yu Ting Li Chaoguo |
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| Abstract: | In this paper,by using the finite element method and the geomechanics model tests,the writer has studied the mechanism of failure of stratified rock of high slope excavated at the root.The stability of a block against sliding and the strengthening measures by means of prestressed anchorage are also studied.The appropriate strengthening measures are also discussed, and satisfactory results,have been obtained. |
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| Keywords: | High slope the non-linear finite element the geomechanics model tests the analysis stability strengthening measures |
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