摘要
根据水泥土搅拌桩挡土墙的结构特征及其破坏形式，推导了基坑抗隆起稳定性分析的基本公式，并与Ｔｅｒｚａｇｈｉ－Ｐｅｃｋ法进行比较，同时分析比较了不同因素对基坑抗隆起稳定安全系数的影响。
According to the structural characteristics and failure form of cement soil mixing pile retaining wall, a formula for analyzing the anti heave stability is deduced. Meanwhile, the affection of different factors on the safety factor of anti heave stability is analyzed and compared.
出处
《工业建筑》
EI
CSCD
北大核心
1998年第5期5-8,共4页
Industrial Construction
