Prediction and control of ground deformation and displacement due to large slurry shield tunneling using stochastic medium theory

Proc. International Conference on Pipelines and Trenchless Technology 2009, ICPTT 2009: Advances and Experiences with Pipelines and Trenchless Technology for Water, Sewer, Gas, and Oil Applications

Volumn 361, Issue , 2009, Pages 1743-1754

  Wu, Zhenzhi ^a   Yang, Guoxiang ^a   Lin, Jiaxiang ^a   Wang, Jiyun ^a   Yang, Linde ^b  

^a Shanghai Tunnel Engineering Co Ltd   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

Ground deformation and displacement; Stochastic medium theory; Ultra large slurry shield

Indexed keywords

ANALYTICAL FORMULATION; BACK-ANALYSIS; BUILDING ZONES; ENGINEERING PROJECT; GROUND DEFORMATIONS; GROUND SURFACE DEFORMATION; GROUND SURFACE MOVEMENT; OPTIMIZATION THEORY; PREDICTION AND CONTROL; SLURRY SHIELD; SLURRY SHIELD TUNNELING; STOCHASTIC MEDIUM THEORY; THEORETICAL APPROACH; TUNNEL EXCAVATION; YANGTZE RIVER;

DEFORMATION; PIPELINES; SEWERS; SHIELDING; SITE SELECTION; STOCHASTIC MODELS; STOCHASTIC SYSTEMS; TECHNOLOGY; WIND TUNNELS;

TUNNELING (EXCAVATION);

EID: 72149096844     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41073(361)183     Document Type: Conference Paper

References (14)

1. Bobet, A. (2001), " Analytical solutions for shallow tunnels in saturated ground."J.Journal of Engineering Mechanics,n12, pp1258-1266
2. Chen, F. and Hu, Z.P. (2004),"Analytical prediction of tunneling induced surface movements due to shield-deviation in undrained soil.", J.Rock and Soil Mechanics, n9, pp1427-1431.
3. Fang, Y.G.., Mo, H.H.and Zhang, C.Y. (2003), "Theoretic and testing analysis of soil deformation in the area of disturbance caused by pipe-jacking.", J.Chinese Journal of Rock Mechanics and Engineering, n4,pp.601-605.
4. Jiang, X.L. and Zhao, Z.M. ( 2005),"Application of image method in calculating tunneling induced soil displacement.", J. Harbin Institute of Technology, n6, pp.801-803.
5. Liu, J.H., Hou, X.Y. (1991). "Shield tunnel." M. China Railway Publishing House, Beijing
6. Liu, Y.X., Shi, J. Y. and Xu, J. ( 2004), "Numerical simulation of excavation of shield tunnel.", J. Chinese Journal of Geotechnical Engineering,n2, pp.239-243.
7. Loganathan, N. and Poulos, H. G. (1998) ,"Analytical prediction for tunneling-induced ground movement in clays.", J. Geotechnical and Geoenvironmental Engineering, n9,pp.846-856
8. Park, K. H. (2004). "Elastic solution for tunneling-induced ground movements in clays", J.International Journal of Geomechanics, n4, pp.310-318.
9. Shi, J.S. (1998),"Modular Neural Networks for Predicting settlements during tunneling.", J.Geotechnical &Geoenviroment Engineering, n5, pp.389-395.
10. Sun, J. and Yuan, J.R. (2001),"Soil disturbance and ground movement under shield tunneling and its intelligent prediction by using ANN technology.", J. Chinese Journal of Geotechnical Engineering,n3, pp.261-267.
11. Vemirjt, A. and Booker, J.R. (1996) ,"Surface settlements due to deformation of a tunnel in an elastic half plane.", J. Geotechnique, n4, pp.753-756.
12. Wang, M.Q. and Chen, S.H. (2002),"3-dimensional non-linear finite element simulation of tunnel structure for moving-forward shield.", J.Chinese Journal of Geotechnical Engineering, n3, pp.228-232.
13. Yang, J.S., Liu, B.C. and Wang, M.C. ( 2004), "Modeling of tunneling-induced ground surface movements using stochastic medium theory.",J. Tunneling and Underground Space Technology, n19,pp.113-123
14. National Bureau of Coal Industry (NBCI). (2000).Building, water substance, railway, main well leaving coal pillar and unexploited coal regulation, China Coal Industry Publishing House, Beijing