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。
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.
出处
《交通标准化》
2010年第17期10-13,共4页
Communications Standardization
关键词
顺层岩质路堑边坡
稳定性
影响因素
bedding rock cutting slope
stability
influencing factor
