摘要
以广州地铁九号线清塘站工程为背景,介绍了该项目复杂的工程地质和水位地质条件,以及区间隧道双线贯通改变了地下水径流环境的特殊条件,通过有针对性的抽水试验,准确的查明了场地地下水的埋藏情况和各岩土层的水文地质参数,为车站基坑止水帷幕设计和施工提供了可靠的依据,最终结果表明实施效果良好,有重要的工程借鉴意义。
Based on Guangzhou metro Line 9 Qiangtang Station project, this paper introduces the complex engineering geology and water level geology conditions, and the breaking through of running tunnel has changed the special conditions of groundwater runoff environment. Through the targeted pumping test, the hydrogeological parameters of the burial condition of groundwater and the soil have been accurately identified, which has provided a reliable basis for the design and construction of foundation pit waterproof curtain. The final results showed a good effect and can provide a reference to similar project.
作者
刘志方
宋娱
刘伟
张文超
LIU Zhi-fang;SONG Yu;LIU Wei;ZHANG Wen-chao(Guangzhou Urban Planning & Survey Research Iinstitute Guangzhou Metro Group Co.Ltd;Guangzhou Chemical Grouting Engineering Co.Ltd.,Chinese Academic of Science Guangzhou 510650,Chin)
出处
《广东交通职业技术学院学报》
2018年第2期35-40,共6页
Journal of Guangdong Communication Polytechnic
关键词
特殊条件
抽水试验
止水帷幕设计
岩溶注浆
specialconditions
pumpingtest
design ofwaterproofcurtain
karstgrouting