| 某公路顺层边坡失稳影响因素及破坏机制 |
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| 引用本文： | 万军.某公路顺层边坡失稳影响因素及破坏机制[J].路基工程,2012,0(4):206-208. |
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| 作者姓名： | 万军 |
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| 作者单位： | 中铁二院重庆勘察设计研究院有限责任公司，重庆 400023 |
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| 摘 要： | 顺层边坡开挖形成大量岩体结构复杂、稳定性差的边坡，在工程开挖及降雨的影响下，出现不同规模的变形失稳现象，严重影响工程建设和运营期间的安全。通过某公路顺层边坡在施工过程中产生失稳现象的研究，分析了边坡失稳影响因素，探讨了边坡变形破坏模式。
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| 关 键 词： | 顺层边坡 失稳 破坏模式 影响因素 |
| 收稿时间： | 2018-07-08 |
Factors Influencing Stability of Bedding Slope along A Highway and the Failure Mechanism |
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| Authors: | WAN Jun |
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| Institution: | WAN Jun ( Chongqing Survey, Design and Research Institute Co. Ltd. of CREEC, Chongqing 400023, China) |
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| Abstract: | Excavation of bedding slope generates a large quantity of slope with complex rock mass structure and poor stability. Under the effect of engineering excavation and rainfall, deformation and instability in different scales will be caused affecting the safety of the engineering construction and operation seriously. Through the research on instability produced during construction of bedding slope along a highway, the factors influencing slope stability are analyzed and the failure mode is discussed. |
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| Keywords: | bedding slope instability failure mode influencing factors |
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