摘要
本文在全面分析了位于广州水荫路某基坑的工程地质及施工状况后 ,结合 Morgenstern-Price等条分模型的计算方法对基坑边坡稳定性进行了计算分析 ,并指出该基坑出现滑塌失稳的形成机制。
After the complete analysis of the engineering geology and the construction of some foundation pile at Shuiyin Road in Guangzhou City, the stability numeration was taken for the slope combined with the Morgenstern Price model and the forming mechanism of sliding was pointed out. At last the remediation measure with steel tube peg was offered.
出处
《安全与环境工程》
CAS
2002年第3期30-32,36,共4页
Safety and Environmental Engineering