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ExperimentalResearch on the FullFace Grouting forW eak Stratum in Soil and Rock Boundary for Xiamen Xiangcan Submarine Service Tunnel |
XU Hai-ting,WANG Quan-sheng, SUN Guo-qing,LI Zhi-guo |
ChinaRailwayTunnelGroup Co. Ltd,Luoyang,Henan 471009,China |
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Abstract Research purposes:According to the design, XiamenXiangcan SubmarineTunnelwillpass through the four deepweathered troughs or capsules: F1, F2, F3, F4. In order to make the submarine tunnel passing through the weathered trough successfully and offer the reference to the similarwork, the grouting experimenton full face grouting in advance is conducted in the bad segmentof the soil and rock boundary.
Research conclusions:Using full-face curtain grouting technology to dealwith the deep weathered and weak stratum can obtain a good resul,t but the technique and technicalparameters forgrouting should be controlledwel.l The grouting technique should be the segmental grouting in advance along with afterward grouting. The vertical grouting length for submarineweathered troughs does not exceed 25 m.The area of the grouting in portraitshould be 4m outof the contour line of the service tunnel and the area of the grouting in the travelling tunnel is5m. The groutingmaterial isGM cemen.t
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Received: 06 October 2008
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[1] 张景秀.坝基防渗与灌浆技术[M].北京:中国水利水电 出版社, 2006.
[2] 程骁,张凤祥.土建注浆施工与效果检测[M].上海:同 济大学出版社, 1998.
[3] (日)草野一人.地基加固和防水药液注浆设计施工手册 [K].北京:中国铁道出版社, 1989.
[4] 张民庆,张文强,孙国庆.注浆效果检查评定技术与应用 实例[J].岩石力学与工程学报, 2006(S2): 581-590.
[5] 周京华.地基处理[M].成都:西南交通大学出版社, 2001.
[6] 张旭东.关于岩溶隧道帷幕注浆材料选择的探讨[ J]. 地下空间, 2005.
[7] 李治国.隧道岩溶处理技术[ J].铁道标准设计, 2003 (z): 36-40.
[8] 汤德刚.灌浆技术在涌水溶洞处理中的应用[J].岩石 力学与工程学报, 2006(S2): 255-258.
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