›› 2006, Vol. 27 ›› Issue (1): 112-116.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Security aspect and measurements while tunneling of the thermal power tunnel from below buildings on ground surface

YAO Hai-bo1, WANG Meng-shu1, ZHANG Ding-li1, KONG heng2   

  1. 1.Research Center of Tunneling and Underground Works, Beijing Jiaotong University, Beijing 100044, China; 2.Beijing Municipal Engineering Corporation, Beijing 100045, China
  • Received:2004-08-09 Online:2006-01-10 Published:2013-10-31

Abstract: During construction of Hepingdong Bridge – Sun Palace thermal power pipeline in Northern third loop road of Beijing City, the pipeline tunnel would go through beneath a couple of single-floor houses, whose area is 23.4 m×24.5 m. Due to the shallow overburden and the saturated microfine sandy clay, which is plastic and soft plastic, the strata is very weak in resisting interruption. The traditional dewatering is limited to improve the nature of the strata. Based on calculation, it is believed that the common construction method would necessarily cause much settlement and endanger the houses. Meanwhile, as the strata are hard to stand up, safety problems may be triggered in construction. In view of these, the level long steel pipes are adopted to support soil mass and grouting in the upper half face of the tunnel is operated to prevent ground water and strengthen soil without dewatering. These two methods effectively control the settlement of ground surface and ensure the perforation of the tunnel in time and running of the houses in security.

Key words: security, thermal power tunnel, going through, long steel pipe, grouting

CLC Number: 

  • X 124
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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