摘要
针对石家庄市某厂综合楼工程基坑场地狭小、开挖深度大、地质条件复杂的特点 ,采用单层支撑 -锚拉式排桩方案进行基坑支护 ,并优选了施工方案 ,使基坑工程达到了“技术先进、经济合理、安全可靠”
In view of such conditions of an object in Shijiazhuang as complicated geological conditions, deep excavation depth and small area of the site, an anchor-pile wall scheme is accepted, and the construction processes are optimized. Therefore, the foundation pit is excavated and braced with advanced technique, reasonable cost and convincing safety.
出处
《长春工程学院学报（自然科学版）》
2003年第3期47-50,共4页
Journal of Changchun Institute of Technology：Natural Sciences Edition
关键词
基坑支护
基坑开挖
降水
地下水回灌
现场监测
bracing of foundation pit
excavation of foundation
dewatering
recharge of groundwater
field monitoring
