Citation: | YANG Feng, GAO Yikang, QIN Aohan, SONG Zhihui, ZHAO Lianheng. Failure analysis of tunnel face influenced by overload and longitudinal slope[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(11): 2323-2332. DOI: 10.11779/CJGE20230733 |
[1] |
严松宏, 李国良. 隧道与地下工程荷载计算的研究现状[J]. 兰州交通大学学报, 2020, 39(2): 1-7. doi: 10.3969/j.issn.1001-4373.2020.02.001
YAN Songhong, LI Guoliang. Research status of the load calculation of tunnel and underground engineering[J]. Journal of Lanzhou Jiaotong University, 2020, 39(2): 1-7. (in Chinese) doi: 10.3969/j.issn.1001-4373.2020.02.001
|
[2] |
李修磊, 李金凤, 杨超. 黏土地层浅埋盾构隧道开挖面三维稳定性上限分析[J]. 铁道学报, 2021, 43(4): 166-174. doi: 10.3969/j.issn.1001-8360.2021.04.021
LI Xiulei, LI Jinfeng, YANG Chao. Upper-bound solutions for three-dimensional excavation face stability of shallow shield tunnel in cohesive-frictional soils[J]. Journal of the China Railway Society, 2021, 43(4): 166-174. (in Chinese) doi: 10.3969/j.issn.1001-8360.2021.04.021
|
[3] |
张明告, 周顺华, 黄大维, 等. 地表超载对地铁盾构隧道的影响分析[J]. 岩土力学, 2016, 37(8): 2271-2278.
ZHANG Minggao, ZHOU Shunhua, HUANG Dawei, et al. Analysis of influence of surface surcharge on subway shield tunnel under[J]. Rock and Soil Mechanics, 2016, 37(8): 2271-2278. (in Chinese)
|
[4] |
黄大维, 周顺华, 冯青松, 等. 地表均布超载作用下盾构隧道上覆土层竖向土压力转移分析[J]. 岩土力学, 2019, 40(6): 2213-2220.
HUANG Dawei, ZHOU Shunhua, FENG Qingsong, et al. Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge[J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220. (in Chinese)
|
[5] |
曾明生, 王文法, 康海波, 等. 基于不同破坏模式的盾构隧道掌子面支护力上限分析[J]. 铁道科学与工程学报, 2022, 19(8): 2360-2368.
ZENG Mingsheng, WANG Wenfa, KANG Haibo, et al. Upper limit analysis of support force on shield tunnel face based on different failure modes[J]. Journal of Railway Science and Engineering, 2022, 19(8): 2360-2368. (in Chinese)
|
[6] |
HUANG M S, SONG C X. Upper-bound stability analysis of a plane strain heading in non-homogeneous clay[J]. Tunnelling and Underground Space Technology, 2013, 38: 213-223. doi: 10.1016/j.tust.2013.07.012
|
[7] |
黄茂松, 宋春霞, 王浩然. 基于上限定理的软土隧道开挖面稳定性分析[J]. 防灾减灾工程学报, 2014, 34(3): 330-335.
HUANG Maosong, SONG Chunxia, WANG Haoran. Upper bound limit analysis for face stability of shield tunnel[J]. Journal of Disaster Prevention and Mitigation Engineering, 2014, 34(3): 330-335. (in Chinese)
|
[8] |
黄茂松, 宋春霞, 吕玺琳. 非均质黏土地基隧道环向开挖面稳定上限分析[J]. 岩土工程学报, 2013, 35(8): 1504-1512. http://cge.nhri.cn/article/id/15259
HUANG Maosong, SONG Chunxia, LÜ Xilin. Upper bound analysis for stability of a circular tunnel in heterogeneous clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1504-1512. (in Chinese) http://cge.nhri.cn/article/id/15259
|
[9] |
SURAPARB K, BOONCHAI U. Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay[J]. Underground Space, 2022, 7(1): 76-93. doi: 10.1016/j.undsp.2021.05.003
|
[10] |
阳军生, 张箭, 杨峰. 浅埋隧道掌子面稳定性二维自适应上限有限元分析[J]. 岩土力学, 2015, 36(1): 257-264.
YANG Junsheng, ZHANG Jian, YANG Feng. Stability analysis of shallow tunnel face using two-dimensional finite element upper bound solution with mesh adaptation[J]. Rock and Soil Mechanics, 2015, 36(1): 257-264. (in Chinese)
|
[11] |
YANG F, ZHANG J, YANG J S, et al. Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements[J]. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research, 2015, 50: 13-22.
|
[12] |
YANG F, ZHANG J, ZHAO L H, et al. Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil[J]. KSCE Journal of Civil Engineering, 2016, 20(6): 2270-2279. doi: 10.1007/s12205-015-0067-z
|
[13] |
孙雁军, 阳军生, 罗静静, 等. 隧道工作面稳定性与滑移线网破坏模式研究[J]. 岩土工程学报, 2019, 41(7): 1374-1380. doi: 10.11779/CJGE201907024
SUN Yanjun, YANG Junsheng, LUO Jingjing, et al. Stability and mesh-like collapse mechanism of tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1374-1380. (in Chinese) doi: 10.11779/CJGE201907024
|
[14] |
杨峰, 何诗华, 吴遥杰, 等. 非均质黏土地层隧道开挖面稳定运动单元上限有限元分析[J]. 岩土力学, 2020, 41(4): 1412-1419, 1436.
YANG Feng, HE Shihua, WU Yaojie, et al. Tunnel face stability analysis by the upper-bound finite element method with rigid translatory moving element in heterogeneous clay[J]. Rock and Soil Mechanics, 2020, 41(4): 1412-1419, 1436. (in Chinese)
|
[15] |
WENG X L, SUN Y F, YAN B H, et al. Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay[J]. Tunnelling and Underground Space Technology, 2020, 101: 103406. doi: 10.1016/j.tust.2020.103406
|
[16] |
CHENG C, JIA P J, ZHAO W, et al. Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination[J]. Tunnelling and Underground Space Technology, 2021, 113: 103950. doi: 10.1016/j.tust.2021.103950
|
[17] |
马辉, 王飞, 刘泽挂, 等. 深埋特长大坡度斜井变形规律与影响因素分析[J]. 地下空间与工程学报, 2020, 16(增刊2): 950-956.
MA Hui, WANG Fei, LIU Zegua, et al. Analysis of deformation law and influencing factors of deep-buried extra-long inclined shaft with large slope[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(S2): 950-956. (in Chinese)
|
[18] |
SHI X M, LIU B G, TANNANT D, et al. Influence of consolidation settlement on the stability of inclined TBM tunnels in a coal mine[J]. Tunnelling and Underground Space Technology, 2017, 69: 64-71. doi: 10.1016/j.tust.2017.06.013
|
[19] |
雷明锋, 彭立敏, 施成华, 等. 迎坡条件下盾构隧道开挖面极限支护力计算与分析[J]. 岩土工程学报, 2010, 32(3): 488-492. http://cge.nhri.cn/article/id/12413
LEI Mingfeng, PENG Limin, SHI Chenghua, et al. Calculation and analysis of limit support force of shield tunnel excavation face under facing-slope conditions[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 488-492. (in Chinese) http://cge.nhri.cn/article/id/12413
|
[20] |
周峻, 杨子松, 彭芳乐. 上坡条件下盾构开挖面极限支护压力研究[J]. 地下空间与工程学报, 2011, 7(5): 914-918. doi: 10.3969/j.issn.1673-0836.2011.05.016
ZHOU Jun, YANG Zisong, PENG Fangle. A study on the support pressure limit of the excavation face of shield tunnel under upslope conditions[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(5): 914-918. (in Chinese) doi: 10.3969/j.issn.1673-0836.2011.05.016
|
[21] |
赵智涛, 曹伍富, 王霆. 隧道爬坡开挖与水平开挖掌子面稳定性对比分析[J]. 现代隧道技术, 2018, 55(6): 94-100.
ZHAO Zhitao, CAO Wufu, WANG Ting. Contrastive analysis of working face stability in cases of climbing excavation and horizontal excavation[J]. Modern Tunnelling Technology, 2018, 55(6): 94-100. (in Chinese)
|
[22] |
ZHAO L H, LI D J, LI L, et al. Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face[J]. Computers and Geotechnics, 2017, 87: 32-48. doi: 10.1016/j.compgeo.2017.01.015
|
[23] |
程诚, 赵文, 王迎超, 等. 密砂地层盾构隧道纵坡开挖面稳定性理论分析[J]. 中国公路学报, 2023, 36(4): 157-168. doi: 10.3969/j.issn.1001-7372.2023.04.014
CHENG Cheng, ZHAO Wen, WANG Yingchao, et al. Theoretical analysis of longitudinally-inclined shield tunnel face stability in dense sand stratum[J]. China Journal of Highway and Transport, 2023, 36(4): 157-168. (in Chinese) doi: 10.3969/j.issn.1001-7372.2023.04.014
|
[24] |
张箭, 戚瑞宇, 宗晶瑶, 等. 盾构隧道环向开挖面破坏机制及剪胀效应研究[J]. 岩土力学, 2022, 43(7): 1833-1844.
ZHANG Jian, QI Ruiyu, ZONG Jingyao, et al. Failure mechanism of shield tunnel circumferential excavation face and the influence of the dilatancy effect on the tunnel stability[J]. Rock and Soil Mechanics, 2022, 43(7): 1833-1844. (in Chinese)
|
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