摘要
介绍一种水中低桩承台的施工方法,针对在粘土质河床中开挖基坑渗水条件差的地质情况,因地制宜采用一种浅埋式扩大钢围堰隔水支护,承台基坑用人工开挖的施工方法,顺利完成了承台施工,取得了较好的经济效益。
Aimed at the unfavorable drainage condition in the clayey subgrade in the river. Shallow-embedded steel cofferdam with water proof bracing is adopted. Man-dig method is used for the construction of the foundation pit excavation. The work goes smoothly and better economical benifit was obtained.
出处
《土工基础》
2003年第4期36-38,共3页
Soil Engineering and Foundation
关键词
浅埋式钢围堰
人工开挖
低桩
承台
基坑
low pile,platform,sallow-embedded steel cofferdam,man-dig method