摘要
分析邯武公路滑坡的形成机制,根据参考资料确定岩土物理力学参数,在此基础上,通过赤平投影分析和力学计算分析两种方法,对已滑塌区和未滑塌区分别进行稳定性评价,从而作出评判。
Through analyzing the forming mechanism of Handan-Wu′an Highway,physical mechanical parameters of rocks are ascertained according to reference data.On the basis,the stability of slumping area and un-slumping area are evaluated using stereographic projection analysis method and mechanical calculation method,thus the judgment can be made.
出处
《交通标准化》
2011年第14期166-168,共3页
Communications Standardization
关键词
滑塌区
未滑塌区
稳定性
评判
slumping area
un-slumping area
stability
judgment