ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2011, Vol. 31 ›› Issue (1): 98-103.

• wenzhang • Previous Articles     Next Articles

Optimization of Grouting Technologies for Karst Sections:
Case Study on Xiangshan Tunnel

 GAO  An-Xi1,   Chen-Li-Jie2   

  1. 1. Technology Center of China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China; 2. Headquarters
    of LongyanXiamen Railway Project under Nanchang Railway Bureau, Longyan 364000, Fujian, China
  • Received:2010-10-20 Revised:2011-01-19 Online:2011-02-20 Published:2011-03-11

Abstract:

 Professional grouting teams are introduced and grouting technologies are optimized to improve the grouting efficiency and to guarantee the safe and rapid construction so as to pass through the karst sections of Xiangshan tunnel successfully.  The original grouting plans, grouting technologies and grouting effect assessment standards are optimized and studied and grouting technologies for the karst sections of Xiangshan tunnel are proposed. In the end, the grouting effect is guaranteed and the construction progress is accelerated. The practice proves that the technologies optimized have significant economic and social benefits and are worth to be popularized in similar works.

Key words: Xiangshan tunnel, karst section, fullface advance grouting, technology optimization