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北京地铁10号线WSS工法控制沉降模拟研究
Simulation Research on Controlling Settlement with WSS Construction Method in Beijing Subway Line 10
【摘要】 以北京地铁10号线穿越国贸立交桥为工程背景,采用有限差分程序FLAC3D建立计算模型,对WSS工法实施过程中隧道的受力、变形及桩顶沉降规律进行研究。研究表明,WSS二重管无收缩双液注浆对桩底加固,以及洞内超前环向注浆措施是10号线成功通过异形板濒危桥桩的重要洞内措施。
【Abstract】 Based on project of Beijing Subway Line 10 passing Guomao Highway,bearing capacity,deformation and pile top settlement rule are analyzed in WSS construction method with FLAC3D.Results show that reinforcing pile end with WSS construction method and advanced grouting at ring direction are important measures for successful construction of the subway tunnel crossing endangered special shaped bridge piles.
【关键词】 地铁;
WSS工法;
超前环向注浆;
沉降控制;
桩底加固;
【Key words】 subway; WSS construction method; advanced grouting at ring direction; settlement control; pile end reinforcement;
【Key words】 subway; WSS construction method; advanced grouting at ring direction; settlement control; pile end reinforcement;
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2010年09期
- 【分类号】U455.4
- 【被引频次】4
- 【下载频次】170