| 工程荷载下岩质边坡破坏机理及稳定分析 |
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| 引用本文： | 童海涛,任海涛. 工程荷载下岩质边坡破坏机理及稳定分析[J]. 工业建筑, 2011, 0(Z1): 592-595,627 |
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| 作者姓名： | 童海涛 任海涛 |
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| 作者单位： | 中交公路规划设计院有限公司; |
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| 摘 要： | 边坡破坏形式及剩余下滑力的计算是边坡加固设计的重要组成部分,结合西堠门大桥北塔位老虎山南侧天然边坡在左塔柱工程荷载作用下的破坏形式及稳定性分析,从岩体参数选取、工程荷载计算、不平衡推力法的运用及破裂面的规律分析等方面进行了探讨,对工程荷载下岩质边坡稳定分析及工程设计具有较好的借鉴作用。
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| 关 键 词： | 岩质边坡 工程荷载 破坏形式 稳定分析 |
ANALYSIS OF FAILURE MECHANISM AND STABILITY OF ROCK SLOPE UNDER ENGINEERING LOAD |
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| Tong Haitao Ren Haitao. ANALYSIS OF FAILURE MECHANISM AND STABILITY OF ROCK SLOPE UNDER ENGINEERING LOAD[J]. Industrial Construction, 2011, 0(Z1): 592-595,627 |
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| Authors: | Tong Haitao Ren Haitao |
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| Affiliation: | Tong Haitao Ren Haitao(CCCC Highway Consultants Co.,Ltd,Beijing 100088,China) |
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| Abstract: | The determination of failure modes and the computation of residual sliding force are the important components of slope Reinforcement design.Taking the slope of the north butment of Xihoumen Bridge for example,failure mechanism form and the stability analysis considering engineering load effect is presented,including determination of mechanical parameters of rock mass,calculations of complex engineering load,application of imbalance thrust force method and analysis of potential sliding surface of high rock s... |
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| Keywords: | rock slope engineering load failure form of slope stability analysis |
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