摘要
结合上海市中环线虹许路北虹路下立交工程,对SMW围护结构形式在市政工程中的运用作了初步总结和分析。本基坑工程开挖深度在3～14.5 m范围之间,宽度为34 m,围护结构采用了SMW650、SMW850、SMW1000等3种型号的工法。
The practice of the SMW method in the Hongxu Rd ＆ Beihong Rd crossroads of the Shanghai＇s 2nd ring road was introduced. The results of preliminary summary were generalized, and analysis for this method were given. The project was 3-14.5 m in depth and 34 m in width. Three sizes of the SMW method were adopted in the project.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2006年第B11期1641-1643,共3页
Chinese Journal of Geotechnical Engineering
