摘要
详细阐述了劲性水泥土连续墙 (SMW工法 )的受力与变形机理 ,并结合工程实例 ,通过各种方案比较 ,介绍了劲性水泥土连续墙在深基坑工程中的应用。
The bearing and deforming mechanism of composite pile (SMW method) is discussed in detail. In addition, combined with a case history and compared to many kinds of schemes, the application of SMW method in foundation pit is presented.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第z1期1104-1107,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
基坑
围护结构
SMW工法
foundation pit, exterior protected construction, SMW method
