摘要
通过对边坡的岩土工程进行勘察,查明边坡的工程地质条件,并对边坡的稳定性计算后进行了稳定性评价,得出边坡1属不稳定边坡,边坡2、边坡3属稳定边坡的结论。
The paper passes the engineering geology condition of the side slope investigation, and goes the stability evaluation to the stability calculation of the side slope, getting a side slope 1 belong to the unsteady side slope, the side slope 2,. the side slope 3 belong to the conclusion of the stable side slope.
出处
《山西建筑》
2009年第13期124-126,共3页
Shanxi Architecture
关键词
边坡
稳定性分析与评价
稳定(安全)系数
side slope, stability analysis and evaluation, stabilize（safety） coefficient
