摘要
结合某具体工程实践对深基坑支护方案进行了抗倾覆稳定性、抗滑移稳定性、结构整体稳定性以及抗隆起等多个方面验算,结果表明应用水泥土墙进行基坑支护能满足设计要求。
Combining with specific engineering practice, made checking to deep foundation pit supporting scheme from resistive overturning stability, anti-sliding stability, structure integral stability, resistant heave stability and other aspects, the results showed that application of cement wall made foundation pit supporting could satisfy the design requirement.
出处
《山西建筑》
2011年第24期59-60,共2页
Shanxi Architecture
关键词
基坑
水泥土墙
稳定性
计算分析
foundation pit, cement wall, stability, calculation and analysis
