›› 2013, Vol. 34 ›› Issue (5): 1449-1452.

• Geotechnical Engineering • Previous Articles     Next Articles

Analysis and calculation of reverse torque of earth pressure balance shield

GUO Yu-hai1,WANG Meng-shu1,ZHANG Zhao-huang2,WANG Lei1   

  1. 1. Tunnel and Underground Engineering Research Center of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China; 2. School of Energy, Power and Mechanical Engineering, North China Electric Power University, Beijing 102206, China
  • Received:2012-01-19 Online:2013-05-10 Published:2013-05-14

Abstract: Shield is a kind of underground construction machinery used to excavate soil tunnel with efficiency, environmental protection, safety and high quality, and it is employed widely in city metro construction in China. The origin driving of shield is one of the key techniques in shield construction. Through analyzing normal and origin driving shields, the mechanical model of shield driving in the two driving modes is established with reference to fundamental principles of soil mechanics. The calculation formula for resistance moment of the shield is presented, and the composition and effects of resistance moment of normal driving mode of shield are analyzed. It is discovered that in the normal driving mode, the resistance moment from the cave wall is strong enough to countervail the reverse torque resulted from the shield chisels’ cutting rock, and during the origin driving, protective measures should be taken in between shield cushion and its crust to prevent torsion. The formula has been adopted in some earth pressure balance (EPB) shield tunneling construction project with good results achieved. Conclusions can be referenced for the design and application of EPB shield.

Key words: earth pressure balance (EPB) shield, resistance moment, anti-torsion

CLC Number: 

  • U 455. 43
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] GUAN Yun-fei,GAO Feng,ZHAO Wei-bing,YU Jin. Secondary development of modified Cambridge model in ANSYS software[J]. , 2010, 31(3): 976 -980 .
[2] MI Hai-zhen, GAO Chun. Experimental study of expansive behaviors of quicklime[J]. , 2010, 31(4): 1253 -1256 .
[3] SUN Xi-ping, ZHANG Bao-hua, ZHANG Qiang, WANG Xiao-nan. Stability analysis of gravity quay when rubble bedding was eroded by water flow[J]. , 2010, 31(10): 3184 -3190 .
[4] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS[J]. , 2009, 30(7): 2197 -2202 .
[5] SUN Jian , WANG Lian-guo , TANG Fu-rong , SHEN Yi-feng , GONG Shi-long. Microseismic monitoring failure characteristics of inclined coal seam floor[J]. , 2011, 32(5): 1589 -1595 .
[6] YANG Yong-xiang , ZHOU Jian , JIA Min-cai , HU Jin-hu. Visualization testing on liquefaction properties of saturated sands[J]. , 2011, 32(6): 1643 -1648 .
[7] XU Zheng-ming, XUE Qiang, ZHAO Ying. Research on time effect of modified sludge composites by triaxial tests on mechanical properties[J]. , 2011, 32(6): 1713 -1718 .
[8] CHEN Ming , HU Ying-guo , LU Wen-bo , YAN Peng , ZHOU Chuang-bing. Blasting excavation induced damage characteristics of diversion tunnel for Jinping cascade II hydropower station[J]. , 2011, 32(S2): 172 -177 .
[9] WANG Tao , LI Yang , ZHOU Yong , Lü Qing , LIU Da-wei. Research on safety specific report of phosphogypsum tailings ponds[J]. , 2011, 32(S2): 407 -412 .
[10] QIAO Chun-jiang , CHEN Wei-zhong , WANG Hui , TIAN Hong-ming , TAN Xian-jun. Study of construction method of tunnel in shallow broken rock mass[J]. , 2011, 32(S2): 455 -462 .