| 基于MIDAS/GTS的顺层岩质路堑边坡稳定性影响因素及影响规律分析 |
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| 引用本文： | 胡佐平,牟锐.基于MIDAS/GTS的顺层岩质路堑边坡稳定性影响因素及影响规律分析[J].交通标准化,2010(17):10-13. |
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| 作者姓名： | 胡佐平 牟锐 |
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| 作者单位： | 1. 湖州市交通规划设计院,浙江,湖州,313000
2. 中国华西工程设计建设有限公司武汉分公司,湖北,武汉,430074 |
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| 摘 要： | 总结顺层岩质路堑边坡的破坏模式,并利用MIDAS/GTS岩土工程数值分析软件,选取典型的顺层岩质路堑边坡模型进行详细的数值模拟,得出各岩土参数对顺层岩质路堑边坡稳定性的影响规律,具有一定的工程价值。
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| 关 键 词： | 顺层岩质路堑边坡 稳定性 影响因素 |
Influencing Factors and Rules of Stability of Bedding Rock Cutting Slope Based on MIDAS/GTS |
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| HU Zuo-ping,MOU Rui.Influencing Factors and Rules of Stability of Bedding Rock Cutting Slope Based on MIDAS/GTS[J].Communications Standardization,2010(17):10-13. |
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| Authors: | HU Zuo-ping MOU Rui |
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| Institution: | 1.Huzhou Traffic ＆ Plan Design Institute,Huzhou 313000,China;2.China Huaxi Engineering Design ＆ Construction Co.,Ltd.,Wuhan Branch,Wuhan 430074,China) |
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| Abstract: | By summing up the failure modes of bedding rock cutting slope,it executes numerical simulation to a typical bedding rock cutting slope model using MIDAS/GTS,which is a numerical analysis software for geotechnical engineer.Thus the influence rule of each rock parameter on the stability of bedding rock cutting slope is obtained,which has a certain engineering value. |
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| Keywords: | bedding rock cutting slope stability influencing factor |
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