Citation: | ZHONG Junhao, CHIAN Siau Chen, LI Yongxin, LIU Mingfang, CHEN Minghui, WU Zhenyuan, LONG Guihua, YANG Xiaoli, ZHOU De. Face stability of shield-driven tunnels using multi-tangent technique[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 76-84. DOI: 10.11779/CJGE20231160 |
[1] |
PERAZZELLI P, LEONE T, ANAGNOSTOU G. Tunnel face stability under seepage flow conditions[J]. Tunnelling and Underground Space Technology, 2014, 43: 459-469. doi: 10.1016/j.tust.2014.03.001
|
[2] |
SAADA Z, MAGHOUS S, GARNIER D. Stability analysis of rock slopes subjected to seepage forces using the modified Hoek-Brown criterion[J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 55: 45-54. doi: 10.1016/j.ijrmms.2012.06.010
|
[3] |
MOLLON G, DIAS D, SOUBRA A H. Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(12): 1363-1388. doi: 10.1002/nag.962
|
[4] |
吕玺琳, 王浩然, 黄茂松. 盾构隧道开挖面稳定极限理论研究[J]. 岩土工程学报, 2011, 33(1): 57-62.
LÜ Xilin, WANG Haoran, HUANG Maosong. Limit theoretical study on face stability of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 57-62. (in Chinese)
|
[5] |
徐前卫, 唐卓华, 朱合华, 等. 盾构隧道开挖面极限支护压力研究[J]. 岩土工程学报, 2017, 39(7): 1234-1240. doi: 10.11779/CJGE201707009
XU Qianwei, TANG Zhuohua, ZHU Hehua, et al. Limit support pressure at excavation face of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1234-1240. (in Chinese) doi: 10.11779/CJGE201707009
|
[6] |
黄阜, 潘秋景, 凌同华. 地下水渗流作用下的盾构隧道开挖面安全系数上限分析[J]. 岩土工程学报, 2017, 39(8): 1461-1469. doi: 10.11779/CJGE201708013
HUANG Fu, PAN Qiujing, LING Tonghua. Upper bound analysis of factor of safety for shield tunnel face subjected to underground water seepage[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1461-1469. (in Chinese) doi: 10.11779/CJGE201708013
|
[7] |
黄阜, 王芬, 张芝齐, 等. 基于Hoek-Brown破坏准则的盾构隧道开挖面支护力上限研究[J]. 铁道科学与工程学报, 2018, 15(11): 2892-2900.
HUANG Fu, WANG Fen, ZHANG Zhiqi, et al. Upper bound solution of supporting pressure for shield tunnel face subjected to Hoek-Brown failure criterion[J]. Journal of Railway Science and Engineering, 2018, 15(11): 2892-2900. (in Chinese)
|
[8] |
金大龙, 袁大军, 郑浩田, 等. 高水压条件下泥水盾构开挖面稳定离心模型试验研究[J]. 岩土工程学报, 2019, 41(9): 1653-1660. doi: 10.11779/CJGE201909009
JIN Dalong, YUAN Dajun, ZHENG Haotian, et al. Centrifugal model tests on face stability of slurry shield tunnels under high water pressures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1653-1660. (in Chinese) doi: 10.11779/CJGE201909009
|
[9] |
徐涛, 史庆锋, 章定文, 等. 泥水盾构开挖面泥膜渗透特性与压力传递机制[J]. 岩土工程学报, 2023, 45(9): 1878-1887. doi: 10.11779/CJGE20220866
XU Tao, SHI Qingfeng, ZHANG Dingwen, et al. Permeability characteristics of filter cake and pressure transfer on face during slurry shield tunnelling[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1878-1887. (in Chinese) doi: 10.11779/CJGE20220866
|
[10] |
陈仁朋, 尹鑫晟, 李育超, 等. 泥水盾构泥膜渗透性及其对开挖面稳定性影响[J]. 岩土工程学报, 2017, 39(11): 2102-2108. doi: 10.11779/CJGE201711018
CHEN Renpeng, YIN Xinsheng, LI Yuchao, et al. Permeability of filter cake and its influence on face stability of slurry shield-driven tunnels[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2102-2108. (in Chinese) doi: 10.11779/CJGE201711018
|
[11] |
DRUCKER D C, PRAGER W. Soil mechanics and plastic analysis or limit design[J]. Quarterly of Applied Mathematics, 1952, 10(2): 157-165. doi: 10.1090/qam/48291
|
[12] |
PAUL B. A modification of the Coulomb-Mohr theory of fracture[J]. Journal of Applied Mechanics, 1961, 28(2): 259-268. doi: 10.1115/1.3641665
|
[13] |
HOEK E, MARTIN C D. Fracture initiation and propagation in intact rock: a review[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(4): 287-300. doi: 10.1016/j.jrmge.2014.06.001
|
[14] |
CHARLES J A, SOARES M M. The stability of slopes in soils with nonlinear failure envelopes[J]. Canadian Geotechnical Journal, 1984, 21(3): 397-406. doi: 10.1139/t84-044
|
[15] |
CHEN W F. Limit Analysis and Soil Plasticity[M]. Amsterdam: Elsevier Scientific Pub Co, 1975.
|
[16] |
LI T Z, YANG X L. Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off[J]. Computers and Geotechnics, 2019, 110: 82-93. doi: 10.1016/j.compgeo.2019.02.014
|
[17] |
MICHALOWSKI R L. Failure potential of infinite slopes in bonded soils with tensile strength cut-off[J]. Canadian Geotechnical Journal, 2018, 55(4): 477-485. doi: 10.1139/cgj-2017-0041
|
[18] |
VERMEER P A, RUSE N, MARCHER T. Tunnel heading stability in drained ground[J]. Felsbau, 2002, 20(6): 8-18.
|
[19] |
PAN Q J, DIAS D. Upper-bound analysis on the face stability of a non-circular tunnel[J]. Tunnelling and Underground Space Technology, 2017, 62: 96-102. doi: 10.1016/j.tust.2016.11.010
|
1. |
潘鹏志,王兆丰,封雨捷,李雨芯. 深空探测任务中岩土力学若干问题及研究进展. 岩土力学. 2024(11): 3153-3172 .
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