| 基于ANSYS软件的边坡开挖模拟和稳定性评价 |
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| 引用本文： | 熊斌.基于ANSYS软件的边坡开挖模拟和稳定性评价[J].探矿工程,2009,36(2):64-68. |
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| 作者姓名： | 熊斌 |
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| 作者单位： | [1]中国地质大学（武汉）工程学院,湖北武汉430074; [2]湖北省地矿建设工程院,湖北武汉430030 |
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| 摘 要： | 将ANSYS程序与岩土工程计算相结合,详细探讨了ANSYS模拟边坡开挖的原理、方法和步骤,并将这一步骤运用到某边坡的稳定性分析中;分别计算出边坡在天然状态和开挖支护工况下的应力场和位移场,对计算结果进行了详细的分析,并对边坡稳定性作出了定性的评价。
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| 关 键 词： | ANSYS软件 边坡开挖 模拟 稳定性评价 |
| 收稿时间： | 2008/9/5 0:00:00 |
| 修稿时间： | 2008/12/14 0:00:00 |
Simulation of Slope Excavation and Analysis on Its Stability Based on ANSYS Software |
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| XIONG Bin.Simulation of Slope Excavation and Analysis on Its Stability Based on ANSYS Software[J].Exploration Engineering(Drilling & Tunneling),2009,36(2):64-68. |
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| Authors: | XIONG Bin |
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| Institution: | XlONG Bin ( 1. Faculty of Engineering, China University of Geosciences, Wuhan Hubei 430074, China; 2. Hubei Geology ＆ Mineral Construction Engineering Institute, Wuhan Hubei 430030, China) |
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| Abstract: | Combined ANSYS program with calculation of rock and soil engineering, the paper discussed the principle of ANSYS simulation of slope excavation, construction method and operation steps, which was applied to the analysis on the stability of slope. Stress field and displacement field at the natural state and excavation support condition were calculated, detailed analysis was made on calculation results and qualitative evaluation was also made on slope stability. |
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| Keywords: | ANSYS software slope excavation simulation analysis on stability |
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