摘要
近年来北京地区受生态补水的影响,地下水位呈普遍上涨的趋势,给基坑安全带来了较大的威胁。结合北京昌平东小口地区受多层地下水影响的深基坑支护工程,针对施工时遇到的止水帷幕漏水、地面塌陷、桩间流砂等病害问题,通过分析原因,结合现场试验,采取泄水孔减压、L型注浆管“双液”封堵、桩间“支模”等处理方法,解决了基坑开挖过程中的病害问题,确保了基坑在使用过程中的安全。
The groundwater level in Beijing has generally risen under the influence of ecological water replenishment in recent years,which poses a great threat to the safety of foundation pit.A series of problems encountered in the construction of a foundation pit supporting project affected by multi-layer groundwater in Dongxiaokou area,Changping,Beijing,as follows:water stop curtain leaking;surface collapse;sand flowing between pile.Through the analysis of the reasons and combined with field tests,the effective technical treatment measures were adopted such as decompression of drainage holes,"double liquid"sealing of L-shaped grouting pipes,"formwork support"between piles,etc.The disease problems in the process of foundation pit excavation were solved,which ensured the safety of the foundation pit.
作者
刘选朋
秦国栋
马世敏
苏铁志
郭永胜
闫淇铭
Liu Xuanpeng;Qin Guodong;Ma Shimin;Su Tiezhi;Guo Yongsheng;Yan Qiming(Aerospace Academy of Architectural Design&Research Co.,Ltd.,Beijing 100162,China;Beijing Aerospace Foundation Engineering Co.,Ltd.,Beijing 100071,China;Greentown Real Estate Group Co.,Ltd.,Hangzhou 310000,Zhejiang,China)
出处
《岩土工程技术》
2023年第5期623-630,共8页
Geotechnical Engineering Technique
关键词
地下水位
深基坑工程
止水帷幕漏水
地面塌陷
桩间流砂
underground water level
deep foundation pit engineering
water stop curtain leaking
surface collapse
sand flowing between pile