摘要
武汉市江汉区某大厦基坑开挖深度13.65m(局部深17.50m),场地水文地质条件复杂,施工中针对不同地质的含水情况和土层性质,采取综合降防水方法,有效治理管涌,技术经济效果良好。
Foundation pit excavation depth of a building in Jianghan District of Wuhan is 13.65 m （17.50 m at local position） and the construction site has complicated geohydrologic conditions. Integrated dewatering and waterproof methods are adopted according to different water contents and soil strata. In this case, piping phenomenon is controlled effectively and favorable technical and economic effects are realized.
出处
《建筑技术》
北大核心
2010年第3期201-203,共3页
Architecture Technology
关键词
深基坑
地下连续墙
基坑降水
deep foundation pit
underground diaphragm wall
foundation pit dewatefing
