摘要
提出了几种典型的软土层深基坑支护的设计计算方法，并通过工程实例验证了这些设计计算方法的可靠性。
The design and calculation methods of support to several typical deep foundation pit slopes are suggested. The reliability of the methods is verified by examples in project.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第2期250-253,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
软土层
深基坑
设计
计算方法
边坡支护
soft soil, deep foundation pit, design and calculation method
