摘要
某厂房地下冷却液池基坑开挖深度为７．２ ｍ， 采用水泥土重力式挡土墙支挡基坑边坡。施工前进行的整体稳定性分析显示，墙体最大水平位移为１２ ｍｍ，施工后实测位移仅８ ｍｍ，基坑边坡变形未超出设计控制值。
The foundation deepth of cooling liquid pool of a factory building is 7.2 m.Cement-soil gravity retaining wall is adopted to support the side slope.Before construction,the entire stability analysis showed the predicted maximum horizontal displacement was 12 mm.The exact displacement surveyed during construction,however,is merely 8 mm.The displacement of each side slope did not exceed the designed limit.
出处
《建筑技术》
北大核心
2000年第2期83-84,共2页
Architecture Technology
关键词
基坑支护
挡土墙
水泥土
重力式
深基坑
foundation shoring
retaining wall
entire deformation
stability
displacement
