| FLAC-3D在边坡岩体稳定性分析中的应用 |
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| 引用本文： | 张利洁,黄正加,雷 菁. FLAC-3D在边坡岩体稳定性分析中的应用[J]. 岩土力学, 2005, 26(Z2): 61-64 |
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| 作者姓名： | 张利洁 黄正加 雷 菁 |
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| 作者单位： | 1.长江科学院岩基所，武汉 430010，2.长江科学院防洪室，武汉 430010 |
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| 摘 要： | 采用三维显式差分法（FLAC-3D）对彭水水电站一边坡岩体进行三维弹塑性数值分析，模拟了边坡开挖对其整体稳定性的影响，从而分析了边坡的稳定性，依此为设计提供依据。
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| 关 键 词： | 三维显式差分法 隧道锚碇 极限承载力 稳定性 |
| 收稿时间： | 2005-04-29 |
Application of FLAC-3D to stability analysis of slope rock mass |
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| ZHANG Li-jie,HUANG Zheng-jia,Lei-jing. Application of FLAC-3D to stability analysis of slope rock mass[J]. Rock and Soil Mechanics, 2005, 26(Z2): 61-64 |
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| Authors: | ZHANG Li-jie HUANG Zheng-jia Lei-jing |
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| Affiliation: | 1.Department of Rock mechanics, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2.Office of Flood Control, Yangtze River Scientific Research Institute, Wuhan 430010, China |
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| Abstract: | The slope rock mass stability of Pengshui Hydropower Plant is analyzed by FLAC-3D. The influence of slope excavation on its stability is analyzed. Thus, the testimony is offered for design. |
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| Keywords: | FLAC-3D slope excavation stability |
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