摘要
在武汉国际会展中心后压浆钻孔灌注桩施工过程中,结合工程实际采取针对性的技术措施,克服邻近基坑深井降水引起地下承压水渗流的影响,保证了桩基施工质量。
In the construction of post\|mud\|jacking drilled grouting piles used in the Wuhan International Meeting and Exhibition Center project, engineers adopted some technical measures to overcome the influence of confined underground water infiltration caused by deep well dewatering in adjacent foundation ditches. These measures ensured the construction quality of pile foundation.
出处
《施工技术》
CAS
北大核心
2003年第1期16-18,共3页
Construction Technology
关键词
武汉国际会展中心
后压浆
钻孔灌注桩
施工
桩基工程
meeting and exhibition center
pile foundation engineering
drilled grouting pile
construction
