摘要
本文对岩溶地基土洞稳定性评价方法中的坍塌平衡法多层计算情况进行了改进和编程,并通过黄石冶钢地区岩溶实例的数值模拟验证,取得了较为理想的效果。
This paper improves and computerizes the multi-costing situation of collapse equilibrium in the stability evaluation of karst soil cave foundation.The improved method is used in the region of Yegang,Huangshi City and it is verified by numerical simulation with satisfactory results.
出处
《安全与环境工程》
CAS
2011年第6期122-124,共3页
Safety and Environmental Engineering
关键词
岩溶地基
土洞稳定性评价
坍塌平衡法
多层计算
数值模拟
karst foundation
stability evaluation of soil cave
collapse equilibrium
multi-costing
numerical simulation
