ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2007, Vol. 27 ›› Issue (增刊): 530-535.DOI: B

• wenzhang • Previous Articles     Next Articles

Cross Passage of Overlapping Shield Tunnel
Achieved by means of RJP and Chemical Grouting

 PENG Jian-Zhong, ZHANG Wu-Xun, GAO Zong-Zheng, SHU Dong-Hai, HU Ting-Hao, HUANG Zhi-Dong   

  1. 1.Director of the 5th Office, South District Project Office, TMRT, Taipei;
    2.Chief Director of South District Project Office, TMRT, Taipei;
    3.Chief Engineer of TMRT, Taipei; 4.PE of Sinotech.LTD., Taipei;
    5.Assistant Manager of Sinotech.LTD.,Taipei;
    6.Director of Tunnel Division, CK570A Project of Daiho Ltd., Taipei
  • Received:2007-06-06 Online:2007-08-10 Published:2010-04-20

Abstract:

The issue crosspassage between the overlapping tunnels with 210m radius curvature is located in front of the MRT intersection station in soft alluvial Taipei Basin. Soil around the crosspassage was strengthening by the triple pipe jet grouting method (RJPRodin Jet Pile) before boring tunnels. The soil between tunnels was improved by chemical grouting via the preinstalled holes in segments. Under intimate cooperation between the owner conscientious supervision and contractor technical construction , the crosspassage was successfully completed before the date.

Key words:  overlapping tunnels  , triple pipe jet grouting RJP  chemical double pipe jet grouting method

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