摘要
通过对潜在滑坡体的地质和地形条件的描述及室内力学实验获得的参数,采用传递系数法对潜在滑坡体进行了稳定性计算,结果表明:忽略地下水力梯度的影响下,潜在滑坡体处于极限稳定状态,并提出治理滑坡的措施。
Through description on the geological and landform of the potential landside mass, and the parameter obtained from the indoor force test, the paper calculates stability of the landside mass by using transfer coefficient method, the results show that under the situation of neglecting effects of the hydraulic gradient, the landside mass is in state of limit stable, it also proposes measures for handling the landside mass.
出处
《山西建筑》
2009年第21期254-256,共3页
Shanxi Architecture
基金
浙江省自然科学基金资助项目(项目编号:Y107710)
关键词
高速公路
潜在滑坡体
稳定性
highway, potential landside mass, stability
