Field performance of underground structures during shield tunnel construction

Tunnelling and Underground Space Technology

Volumn 28, Issue 1, 2012, Pages 272-277

  Sun, Yang ^a   Xu, Ye Shuang ^a   Shen, Shui Long ^a   Sun, Wen Juan ^b  

^a Shanghai Jiao Tong University   (China)

^b VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

Author keywords

Construction control; Monitoring; Shield tunneling; Underground structures

Indexed keywords

CASE HISTORY; CLOSE DISTANCE; CONSTRUCTION CONTROL; CUMULATIVE LATERAL DISPLACEMENTS; DESIGN VALUE; DIAPHRAGM WALL; EARTH PRESSURE BALANCE; ENVIRONMENTAL INFLUENCES; FIELD OBSERVATIONS; FIELD PERFORMANCE; INTERIOR STRUCTURE; LATERAL DISPLACEMENTS; MACHINE OPERATION; MAXIMUM STRESS; SHIELD TUNNEL CONSTRUCTION; SHIELD TUNNELING; SHIELD TUNNELING CONSTRUCTION;

DIAPHRAGMS; ENVIRONMENTAL IMPACT; MONITORING; REINFORCEMENT; SHIELDING; TENSILE STRENGTH; TUNNELING (EXCAVATION); UNDERGROUND STRUCTURES;

TUNNELS;

CONSTRUCTION; DIAPHRAGM WALL; EARTH PRESSURE; REINFORCEMENT; TENSILE STRENGTH; TUNNEL; TUNNELING;

CHINA; SHANGHAI;

EID: 84856215497     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2011.11.010     Document Type: Article

References (23)

1. Addenbrooke T.I., Potts D.M. Twin tunnel interaction: surface and subsurface effects. International Journal of Geomechanics 2001, 2(1):249-271.
2. Bai, Y., Ding, Z.C., 2009. Construction Technology of Shield Type Tunnelling Machine. China Architecture & Building Press, Beijing (in Chinese).
3. Bilotta E. Use of diaphragm walls to mitigate ground movements induced by tunneling. Géotechnique 2008, 58(2):143-155.
4. Burd H.J., Houlsby G.T., Augarde C.E., Liu G. Modelling tunnelling-induced settlement of masonry buildings. Proceedings of the ICE - Geotechnical Engineering 2000, 143:17-29.
5. Committee of Civil Engineering and Management in Shanghai (CCEMS), 2002. Code for Investigation of Geotechnical Engineering (DGJ08-37-2002), Shanghai (in Chinese).
6. Chai J.C., Miura N., Shen S.L. Performance of embankments with and without reinforcement on soft subsoil. Canadian Geotechnical Journal 2002, 39(4):838-848.
7. Cheng C.Y., Dasari G.R., Chow Y.K., Leung C.F. Finite element analysis of tunnel-soil-pile interaction using displacement controlled model. Tunnelling and Underground Space Technology 2007, 22:450-466.
8. Hu X.Y., Zhang Z.X., Teng L. An analytical method for internal forces in DOT shield-driven tunnel. Tunnelling and Underground Space Technology 2009, 24:675-688.
9. Li Y., Emeriault F., Kastner R., Zhang Z.X. Stability analysis of large slurry shield-driven tunnel in soft clay. Tunnelling and Underground Space Technology 2009, 24:472-481.
10. Liao S.M., Peng F.L., Shen S.L. Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction. Tunnelling and Underground Space Technology 2008, 23(4):421-430.
11. Loganathan N., Poulos H.J., Stewart D.P. Centrifuge model testing of tunneling-induced ground and pile deformations. Géotechnique 2000, 50(3):283-294.
12. Mroueh H., Shahrour I. A full 3-D finite element analysis of tunneling-adjacent structures interaction. Computers and Geotechnics 2003, 30:245-253.
13. Peng F.L., Wang H.L., Tan Y., Xu Z.L., Li Y.L. Field measurements and FEM simulation of a tunnel shaft constructed by pneumatic caisson method in Shanghai soft ground. Journal of Geotechnical and Geoenvironmental Engineering 2011, 137(5):516-524.
14. Shen S.L., Xu Y.S. Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Canadian Geotechnical Journal 2011, 48(9):1378-1392.
15. Shen S.L., Horpibulsuk S., Liao S.M., Peng F.L. Analysis of the behavior of DOT tunnel lining caused by rolling correction operation. Tunnelling and Underground Space Technology 2009, 24(1):84-95.
16. Shen S.L., Du Y.J., Luo C.Y. Evaluation of the effect of double-o-tunnel rolling-correction via apply one-side block loading. Canadian Geotechnical Journal 2010, 47(10):1060-1070.
17. Shin H.S., Kim C.Y., Kim K.Y., Bae G.J., Hong S.W. A new strategy for monitoring of adjacent structures to tunnel construction in urban area. Tunneling and Underground Space Technology 2006, 21:461-462.
18. Soliman E., Duddeck H., Ahrens H. Two- and three-dimensional analysis of closely spaced double-tube tunnels. Tunneling and Underground Space Technology 1993, 8:13-18.
19. Tan Y., Li M.W. Measured performance of a 26m deep top-down excavation in downtown Shanghai. Canadian Geotechnical Journal 2011, 48(5):704-719.
20. Tan, Y., Wei, B., 2011. Observed behavior of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay. Journal of Geotechnical and Geoenvironmental Engineering. doi:10.1061/(ASCE)GT.1943-5606.0000553.
21. Xu Y.S., Shen S.L., Cai Z.Y., Zhou G.Y. The state of land subsidence and prediction activities due to groundwater withdrawal in China. Natural Hazards 2008, 45(1):123-135.
22. Xu Y.S., Shen S.L., Du Y.J. Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures. Engineering Geology 2009, 109(3-4):241-254.
23. Yin, Z.Y., Karstunen, M., Chang, C.S., Koskinen, M., Lojander, M., 2011. Modeling time-dependent behaviour of soft sensitive Clay. Journal of Geotechnical and Geoenvironmental Engineering. doi:10.1061/(ASCE)GT.1943-5606.0000527.