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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
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, 0(17): 10-13. DOI: 10.3869/j.issn.1002-4786.2010.09.001
作者姓名:胡佐平  牟锐
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
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。

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
HU Zuo-ping,MOU Rui. Influencing Factors and Rules of Stability of Bedding Rock Cutting Slope Based on MIDAS/GTS[J]. Communications Standardization, 2010, 0(17): 10-13. DOI: 10.3869/j.issn.1002-4786.2010.09.001
Authors:HU Zuo-ping  MOU Rui
Affiliation:1.Huzhou Traffic & Plan Design Institute,Huzhou 313000,China;2.China Huaxi Engineering Design & Construction Co.,Ltd.,Wuhan Branch,Wuhan 430074,China)
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.
Keywords:bedding rock cutting slope  stability  influencing factor
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