[1] Chambon P, Corte J F. Shallow tunnels in cohesionless soil: stability of tunnel face[J]. Journal of Geotechnical Engineering, 1994, 120(7): 1148-1165.
[2] Mair R J, Taylor R N. Theme lecture: Bored tunnelling in the urban environment[A]//Proceedings of the fourteenth international conference on soil mechanics and foundation engineering[C]. Rotterdam, 1997: 2353-2385.
[3] Takano D, Otani J, Nagatani H, et al. Application of X-ray CT on boundaryvalue problems in geotechnical engineering: research on tunnel face failure[A]//GeoCongress 2006: Geotechnical Engineering in the Information Technology Age[C]. 2006: 1-6.
[4] 付亚雄. 软黏土地层电力隧道掌子面顶进压力与地层扰动规律研究[D]. 北京:北京工业大学, 2017. (Fu Yaxiong. Study on the topping pressure and ground disturbance law of power tunnel palm face in soft clay soil stratum[D]. Beijing: Beijing University of Technology, 2017. (in Chinese))
[5] 齐立志. 砂层地基盾构隧道开挖面被动破坏支护力研究[D]. 杭州:浙江大学, 2012. (Qi Lizhi. Study on passive damage support force at the excavation surface of shield tunnel with sand foundation[D]. Hangzhou: Zhejiang University, 2012. (in Chinese))
[6] De Buhan P, Cuvillier A, Dormieux L, et al. Face stability of shallow circular tunnels driven under the water table: a numerical analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(1): 79-95.
[7] Vermeer P A, Ruse N, Marcher T. Tunnel heading stability in drained ground[J].Felsbau, 2002, 20(6): 8-18.
[8] Li P, Zou H, Wang F, et al. An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand[J]. Computers and Geotechnics, 2020, 119: 103372.
[9] 蒲松, 叶来宾, 余涛, 等. 白马隧道软弱围岩掌子面稳定性研究[J]. 地下空间与工程学报, 2022, 18(增1): 194-201. (Pu Song, Ye Laibin, Yu Tao, et al. Research on the face stability in soft surrounding rock of Baima Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(Supp.1): 194-201. (in Chinese))
[10] 熊小华, 刘安, 黄琦. 纯黏土地层锚杆加固隧道掌子面稳定性分析[J]. 铁道科学与工程学报, 2022, 19(2): 453-460. (Xiong Xiaohua, Liu An, Huang Qi. Stability analysis of tunnel face reinforced by bolts in pure cohesive soils[J]. Journal of Railway Science and Engineering, 2022, 19(2): 453-460. (in Chinese))
[11] 陈海军, 张聚文, 孙志彬, 等. 基于上限分析与随机响应面法的盾构隧道掌子面可靠度研究[J]. 隧道建设(中英文), 2022, 42(7): 1177-1186. (Chen Haijun, Zhang Juwen, Sun Zhibin, et al. Reliability study of shield tunnel face based on upper-limit analysis and random response surface method[J]. Tunnel Construction, 2022, 42(7): 1177-1186. (in Chinese))
[12] 傅鹤林, 胡才超, 林锐, 等. 曲线盾构隧道开挖面被动极限支护力分析[J]. 铁道工程学报, 2018, 35(11):50-56. (Fu Helin, Hu Caichao, Lin Rui, et al. Analysis of passve limited supporting force of curved shield tunnel excavation face[J]. Journal of Railway Engineering Society, 2018, 35(11):50-56. (in Chinese))
[13] 吕玺琳, 庞博, 付艳斌, 等. 基于环向失稳的浅埋盾构隧道极限支护压力分析[J]. 地下空间与工程学报, 2022, 18(5): 1504-1510, 1538. (Lü Xilin, Pang Bo, Fu Yanbin, et al. Analysis of limit support pressure on shallow shield tunnel based on circumferential instability [J]. Chinese Journal of Underground Space and Engineering, 2022, 18(5): 1504-1510, 1538. (in Chinese))
[14] 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.
[15] Ibrahim E, Soubra A H, Mollon G, et al. Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium[J]. Tunnelling and Underground Space Technology, 2015, 49: 18-34.
[16] Pan Q, Dias D. The effect of pore water pressure on tunnel face stability[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(15): 2123-2136.
[17] Zou Jinfeng, Qian Zehang. Face-stability analysis of tunnels excavated below groundwater considering coupled flow deformation[J]. International Journal of Geomechanics, 2018, 18(8): 04018089.
[18] Zou Jinfeng, Chen Guanghui, Qian Zehang. Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models [J]. Computers and Geotechnics, 2019, 106(1): 1-17.
[19] 杨小礼. 线性与非线性破坏准则下岩土极限分析方法及其应用[D]. 长沙:中南大学, 2002. (Yang Xiaoli. Geotechnical limit analysis methods and their applications under linear and nonlinear damage criteria[J]. Changsha: Central South University, 2002. (in Chinese))
[20] Pan Q, Dias D. Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces[J]. Tunnelling and Underground Space Technology, 2018, 71: 555-566.
[21] Yang X L, Li L, Yin J H. Seismic and static stability analysis for rock slopes by a kinematical approach[J]. Geotechnique, 2004, 54(8): 543-549.
[22] 杨小礼. 岩石极限分析非线性理论及其应用[J]. 中南大学学报(自然科学版), 2009, 40(1): 225-229. (Yang Xiaoli. Limit analysis with nonlinear failure criterion in rock masses and its applications[J]. Journal of Central South University(Science and Technology), 2009, 40(1): 225-229. (in Chinese))
[23] 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))
[24] 王超, 乔世范, 刘红中. TBM破岩过程的滚刀受力计算模型研究[J]. 工程力学, 2021, 38(10): 54-63. (Wang Chao, Qiao Shifan, Liu Hongzhong. Research on force calculation model of hob in TBM rock breaking process[J]. Engineering Mechanics, 2021, 38(10): 54-63. (in Chinese))
[25] 叶万军, 刘忠祥, 董西好. 基于能量判据的某黄土高边坡优化设计[J]. 科学技术与工程, 2017, 17(20): 213-218. (Ye Wanjun, Liu Zhongxiang, Dong Xihao. Optimization design of high loess slope based on energy criterion[J]. Science Technology and Engineering, 2017, 17(20): 213-218. (in Chinese))
[26] 杨文钰, 郑俊杰, 章荣军, 等. 考虑黏土土性参数与支护压力变异性的盾构掌子面稳定性分析[J]. 土木与环境工程学报(中英文), 2021, 43(6): 27-37. (Yang Wenyu, Zheng Junjie, Zhang Rongjun, et al. Face stability analysis of shield tunnel considering variability of soil parameters and support pressure in clay[J]. Journal of Civil and Environmental Engineering, 2021, 43(6): 27-37. (in Chinese))
[27] 单生彪,谭子安.基于M-C准则的任意角度隧道掌子面稳定性分析[J].地下空间与工程学报,2024,20(增1):41-53,58.(Shan Shengbiao,Tan Zian. Stability analysis of arbitrary angle tunnel palm faces based on mohr-coulomb criterion[J].Chinese Journal of Underground Space and Engineering,2024,20(Supp.1):41-53,58.(in Chinese))
[28] 王炜,刘锋涛,周锡文,等.基于光滑有限元的隧道掌子面稳定性分析[J].地下空间与工程学报,2024,20(2):606-614.(Wang Wei,Liu Fengtao,Zhou Xiwen,et al.Stability analysis of tunnel face using the smoothed finite element[J].Chinese Journal of Underground Space and Engineering,2024,20(2):606-614.(in Chinese))
[29] 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(1): 32-48.
[30] 李姝, 吕城. 考虑孔隙水压力和非线性M-C准则的深埋隧道掌子面稳定性分析[J]. 公路, 2019, 64(12): 322-327. (Li Shu, Lü Cheng. Stability analysis of deep buried tunnel palm faces considering pore water pressure and nonlinear M-C criterion[J]. Highway, 2019, 64(12): 322-327. (in Chinese))
