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Volumn 26, Issue SUPPL. 2, 2007, Pages 3631-3638

Ground settlement prediction during construction of Wuhan Yangtze River Tunnel

Author keywords

Ground settlement; Shielding tunnel method; Tunnel construction; Tunneling engineering; Wuhan Yangtze River Tunnel (WYRT)

Indexed keywords

CONSTRUCTION; FORECASTING; SETTLEMENT OF STRUCTURES; TUNNELS;

EID: 40749157196     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (15)
  • 2
    • 40749124790 scopus 로고
    • Three-dimensional finite element analysis of shallow soil tunneling
    • Stanford, USA: Stanford University
    • KASALI G. Three-dimensional finite element analysis of shallow soil tunneling[Ph. D. Thesis][D]. Stanford, USA: Stanford University, 1981.
    • (1981)
    • Kasali, G.1
  • 3
    • 5144232329 scopus 로고    scopus 로고
    • Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation
    • in Chinese
    • YU Ning, ZHU Hehua. Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation[J]. Rock and Soil Mechanics, 2004, 25(8): 1330-1334. (in Chinese)
    • (2004) Rock and Soil Mechanics , vol.25 , Issue.8 , pp. 1330-1334
    • Yu, N.1    Zhu, H.2
  • 4
    • 15044353332 scopus 로고    scopus 로고
    • Analysis of three-dimensional ground surface deformations due to shield tunnel
    • in Chinese
    • ZHANG Yun, YIN Zongze, XU Yongfu. Analysis of three-dimensional ground surface deformations due to shield tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(3): 388-392. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.3 , pp. 388-392
    • Zhang, Y.1    Yin, Z.2    Xu, Y.3
  • 5
    • 5144230788 scopus 로고    scopus 로고
    • Three-dimensional nonlinear finite element simulation of tunnel structure for moving-forward shield
    • in Chinese
    • WANG Minqiang, CHEN Shenghong. Three-dimensional nonlinear finite element simulation of tunnel structure for moving-forward shield[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 228-232. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.2 , pp. 228-232
    • Wang, M.1    Chen, S.2
  • 6
    • 0242269799 scopus 로고    scopus 로고
    • Analysis of ground surface subsidence of metro tunnel induced by shield construction
    • in Chinese
    • LIU Zhaowei, WANG Mengshu, DONG Xinping. Analysis of ground surface subsidence of metro tunnel induced by shield construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(8): 1297-1301. (in Chinese)
    • (2003) Chinese Journal of Rock Mechanics and Engineering , vol.22 , Issue.8 , pp. 1297-1301
    • Liu, Z.1    Wang, M.2    Dong, X.3
  • 7
    • 16644389344 scopus 로고    scopus 로고
    • 3D finite element simulation on deformation of soil mass during shield tunneling
    • in Chinese
    • ZHANG Haibo, YIN Zongze, ZHU Jungao. 3D finite element simulation on deformation of soil mass during shield tunneling[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5): 755-760. (in Chinese)
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.5 , pp. 755-760
    • Zhang, H.1    Yin, Z.2    Zhu, J.3
  • 8
    • 33747074031 scopus 로고    scopus 로고
    • Study on calculation method of ground deformation induced by shield tunnel construction
    • in Chinese
    • WEI Gang, ZHANG Shimin, QI Jingjing, et al. Study on calculation method of ground deformation induced by shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(Supp.1): 3317-3323. (in Chinese)
    • (2006) Chinese Journal of Rock Mechanics and Engineering , vol.25 , Issue.SUPPL. , pp. 3317-3323
    • Wei, G.1    Zhang, S.2    Qi, J.3
  • 9
    • 34248207597 scopus 로고    scopus 로고
    • Comparative analysis of strata prediction models for ground movement induced by tunnel construction
    • in Chinese
    • HAN Xuan, LI Ning. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 594-600. (in Chinese)
    • (2007) Chinese Journal of Rock Mechanics and Engineering , vol.26 , Issue.3 , pp. 594-600
    • Han, X.1    Li, N.2
  • 10
    • 10344264434 scopus 로고    scopus 로고
    • Analysis and calculation of surface and subsurface settlement trough profiles due to tunneling
    • in Chinese
    • JIANG Xinliang, ZHAO Zhimin, LI Yuan. Analysis and calculation of surface and subsurface settlement trough profiles due to tunneling[J]. Rock and Soil Mechanics, 2004, 25(10): 1542-1544. (in Chinese)
    • (2004) Rock and Soil Mechanics , vol.25 , Issue.10 , pp. 1542-1544
    • Jiang, X.1    Zhao, Z.2    Li, Y.3
  • 11
    • 33645645246 scopus 로고    scopus 로고
    • Analysis of ground traverse settlement trough caused by shield construction
    • in Chinese
    • QU Jili, XU Yingzi. Analysis of ground traverse settlement trough caused by shield construction[J]. Rock and Soil Mechanics, 2006, 27(2): 313-317. (in Chinese)
    • (2006) Rock and Soil Mechanics , vol.27 , Issue.2 , pp. 313-317
    • Qu, J.1    Xu, Y.2
  • 13
    • 0141662166 scopus 로고
    • Tunnel design considerations analysis of stress and deformations around advancing tunnels
    • Department of Transportation, USA: Report FRA-OR&D
    • RANKEN R E, GHABOUSSI J. Tunnel design considerations analysis of stress and deformations around advancing tunnels[R]. Department of Transportation, USA: Report FRA-OR&D, 1975: 75-84.
    • (1975) , pp. 75-84
    • Ranken, R.E.1    Ghaboussi, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.