JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2010, Vol. 40 ›› Issue (4): 84-87.

• Articles • Previous Articles     Next Articles

Experiments and calculation method for bearing capacity of the lining segment of metro shield tunneling

ZHOU Hai-ying1, LI Li-xin2, CHEN Ting-guo1   

  1. 1. Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China;
    2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
  • Received:2010-02-25 Online:2010-08-16 Published:2010-02-25

PDF (PC)

1785

Abstract:

 A test of three reinforced concrete (RC) lining segments of fullscale was carried out. The effect of the loading method and reinforcement ratio on the failure mechanism and ultimate bearing capacity of the RC lining segments was analyzed based on the test results. Test results indicated that the cracking load, the yielding load and the ultimate load obviously increases because of the  axial force effect. The yielding load and the ultimate load slightly increase with an increase of the reinforcement ratio, but the cracking load was hardly affected by the reinforcement ratio. Based on the analysis of the failure mode of lining segment, formulas for the bearing capacity of the lining segment to eccentric compression are proposed.

Key words:  shield tunneling, lining segment, bearing capacity

[1] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81-85.
[2] LI Lianxiang, LI Xianjun. Influence of squeezed branch pile bearing capacity on different numbers and positions of enlarged parts [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2016, 46(5): 88-94.
[3] ZHOU Hai-ying1, LI Li-xin2, CHEN Ting-guo1. Experiments and calculating method for cracking strength and crack width of the metro segment [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2010, 40(3): 124-127.
[4] WANG Lipeng1, GONG Sifeng2. Study of electrochemical corrosion and bearing capacity of corroded reinforced concrete beams [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(2): 113-117.
[5] LIN Yan,WEI Dong, . LIN Yan1,WEI Dong2 [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(3): 103-107 .
[6] LIN Yan,WEI Dong, . LIN Yan1,WEI Dong2 [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(3): 103-107 .
Viewed
Full text
261
HTML PDF
Just accepted Online first Issue Just accepted Online first Issue
0 0 0 0 0 261

  From Others local
  Times 8 253
  Rate 3% 97%

Abstract
1424
Just accepted Online first Issue
0 0 1424
  From Others local
  Times 1423 1
  Rate 100% 0%

Cited
Web of Science  Crossref   ScienceDirect  Search for Citations in Google Scholar >>
 
This page requires you have already subscribed to WoS.
  Shared   
  Discussed   
No Suggested Reading articles found!
Copyright 2018 © Editorial office of Journal of Shandong University (Engineering Science)
Supported by Beijing Magtech Co.Ltd