| 复杂岩质高边坡半确定性块体三维稳定性研究 |
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| 引用本文： | 钟卫,杨涛,孔纪名.复杂岩质高边坡半确定性块体三维稳定性研究[J].岩土力学,2011,32(5):1485-1490. |
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| 作者姓名： | 钟卫 杨涛 孔纪名 |
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| 作者单位： | 1.中国科学院 山地灾害与地表过程重点实验室，成都 610041；2.中国科学院 水利部成都山地灾害与环境研究所，成都 610041； 3.西南交通大学 岩土工程系，成都 610031 |
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| 基金项目： | 中国科学院"西部之光"重点项目，中国科学院成都山地青年百人团队计划项目，中国科学院成都山地所引进人才启动经费项目 |
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| 摘 要： | 通过工程地质学中的赤平投影原理对各个结构面产状进行统计分析，找出优势结构面组合，再对非确定位置的结构面按一定间距进行搜索，利用运动学分析方法对各个块体进行分析，确定出可能从坡体上滑出的块体。结合三维刚体极限平衡法，计算出各个可能块体组合在不同工况下的稳定系数，找出最危险滑块，进而对边坡进行稳定性评价，通过具体的工程实例进行了验证。结果表明，将工程地质学方法、运动学分析方法与刚体极限平衡法结合起来分析复杂岩质边坡可以提高边坡稳定性评价的准确性，对工程具有很好的指导意义。
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| 关 键 词： | 岩质高边坡 半确定性块体 三维稳定性 锦屏一级水电站 |
| 收稿时间： | 2010-01-15 |
Three-dimensional stability study of semi-deterministic blocks in complex rock high slope |
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| ZHONG Wei,YANG Tao,KONG Ji-ming.Three-dimensional stability study of semi-deterministic blocks in complex rock high slope[J].Rock and Soil Mechanics,2011,32(5):1485-1490. |
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| Authors: | ZHONG Wei YANG Tao KONG Ji-ming |
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| Institution: | 1. Key Laboratory of Mountain Hazards and Surface Process , Chinese Academy of Sciences, Chengdu 610041, China; 2. Institute of Mountain Hazards and Environment of Water Resources, Chinese Academy of Sciences, Chengdu 610041, China; 3. Department of Geotechnical Engineering, Southwest Jiaotong University, Chengdu 610031, China |
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| Abstract: | Preferred structural plane combinations are determined by using stereographic projection principle in the engineering geology to statistically analyze the strike-dip of structural surfaces.And to the uncertain position surfaces,they are searched by a certain distance.Then,the kinematic analysis of every combination block is done by kinematic analysis method;and the blocks that can slide out from slope body are finally gained.Combined with three-dimensional rigid limit equilibrium method,the stability factor... |
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| Keywords: | rock high slope semi-deterministic block three-dimensional stability Jinping I hydropower station |
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