| Citation: | LIN Cun-gang, XIA Tang-dai, LIANG Rong-zhu, WU Shi-ming. Estimation of shield tunnelling-induced ground surface settlements by virtual image technique[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1438-1446. DOI: 10.11779/CJGE201408009 |
| [1] |
SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Géotechnique, 1987, 37(3): 301-320.
|
| [2] |
VERRUIJT A, BOOKER J R. Surface settlements due to deformation of a tunnel in an elastic half plane[J]. Géotechnique, 1996, 46(4): 753-756.
|
| [3] |
LOGANATHAN N, POULOS H G. Analytical prediction for tunneling-induced ground movements in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(9): 846-856.
|
| [4] |
LEE K M, ROWE R K, LO K Y. Subsidence owing to tunneling: I Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29(6): 929-940.
|
| [5] |
LOGANATHAN N, POULOS H G, XU K J. Ground and pile-group responses due to tunnelling[J]. Soils and Foundations, 2001, 41(1): 57-67.
|
| [6] |
CHI S Y, CHERN J C, LIN C C. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159-165.
|
| [7] |
PARK K H. Elastic solution for tunneling-induced ground movements in clays[J]. International Journal of Geomechanics, 2004, 4(4): 310-318.
|
| [8] |
PARK K H. Analytical solution for tunnelling-induced ground movement in clays[J]. Tunnelling and Underground Space Technology, 2005, 20(3): 249-261.
|
| [9] |
姜忻良, 赵志民. 镜像法在隧道施工土体位移计算中的应用[J]. 哈尔滨工业大学学报, 2005, 27(6): 801-803. (JIANG Xin-liang, ZHAO Zhi-min. Application of image method in calculating tunneling-induced soil displacement[J]. Journal of Harbin Institute of Technology, 2005, 27(6): 801-803.(in Chinese))
|
| [10] |
姜忻良, 赵志民. 盾构施工引起土体位移的空间计算方法[J]. 华中科技大学学报 (城市科学版),2005, 22(2): 1-12. (JIANG Xin-liang, ZHAO Zhi-min. 3-D analysis method used to calculate shield tunneling induced soil displacements[J]. Journal of Huazhong University of Science and Technology (Urban Science Edition), 2005, 22(2): 1-12. (in Chinese))
|
| [11] |
卢海林, 赵志民, 方 芃, 等. 盾构法隧道施工引起土体位移与应力的镜像分析方法[J]. 岩土力学, 2007, 28(1): 45-50. (LU Hai-lin, ZHAO Zhi-min, FANG Peng, et al. Analytical method of image theory used to calculate shield tunneling induced soil displacements and stresses[J]. Rock and Soil Mechanics, 2007, 28(1): 45-50. (in Chinese))
|
| [12] |
LIN C G, ZHANG Z M, WU S M, et al. Key techniques and important issues for slurry shield under-passing embankments: A case study of Hangzhou Qiantang River Tunnel[J]. Tunnelling and Underground Space Technology, 2013, 38: 306-325.
|
| [13] |
SAGASETA C. Discussion: Analysis of undrained soil deformation due to ground loss[J]. Géotechnique, 1988, 38(4): 647-649.
|
| [14] |
PECK R B. Deep excavations and tunneling in soft ground[C]// State of the Art Report. Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, 1969: 225-290.
|
| [15] |
VERRUIJT A, BOOKER J R. Discussion: surface settlements due to deformation of a tunnel in an elastic half plane[J]. Géotechnique, 1998, 48(5): 709-713.
|
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