[1] 关宝树.软弱围岩隧道变形及其控制技术[J].隧道建设,2011,31(1):1-17. (Guan Baoshu. Deformation of Tunnels with Soft Surrounding Rocks and its Control [J]. Tunnel Construction, 2011,31(1):1-17. (in Chinese))
[2] Chen Z Q, He C, Yang W B,et al. Impacts of geological conditions on instability causes and mechanical behavior of large-scale tunnels: a case study from the Sichuan-Tibet highway[J].Bulletin of Engineering Geology and the Emronmant, 2020, 79: 3667-3688.
[3] Xiao P, Li D, Zhao G,et al. New criterion for the spalling failure of deep rock engineering based on energy release[J]. Interactional Journal of Rock Mechanics and Mining Sciences, 2021, 148: 104943.
[4] 王小林,黄彦波. 中外高地应力软岩隧道大变形工程技…寨岭隧道与瑞士圣哥达基线隧道为例[J]. 隧道建设(中英文), 2018, 38(10): 1621-1629. (Wang Xiaolin, Huang Yanbo. Comparison of Large Deformation Control Technologies for Soft Rock Tunnel with High Ground Stress between China and Foreign Countries:a Case Study of Muzhailing Tunnel on Lanzhou-Chongqing Railway inChina and Saint Gotthard Base Tunnel in Switzerland [J]. Tunnel Construction, 2018, 38(10): 1621-1629. (in Chinese)).
[5] 何春保,舒丽红. 兰渝铁路高地应力软岩隧道变形机理和施工控制[J]. 铁道工程学报, 2014(5): 68-73. (He Chunbao, Shu Lihong. Deformation Mechanization and Construction Control of High Ground Stresses Soft Rock Tunnel in Lanzhou-Chongqing Railway [J]. Journal of Railway Engineering Society, 2014(5): 68-73. (in Chinese))
[6] Yang K,Yan Q X, Shi Z D, et al. Numerical Study on the Mechanical Behavior of Shotcrete Lining with Yielding Support in Large Deformation Tunnel[J].Rock Mechanics and Rock Engineering,2022,56(2):1563-1584.
[7] 汪波,喻炜,訾信,等.软岩大变形隧道不同支护模式的合理性探讨——以木寨岭公路隧道为例[J].隧道建设(中英文),2023,43(1):36-47. (Wang Bo, Yu Wei, Zi Xin, et al. Rationality of Various Support Types of Muzhailing Highway Tunnel in Soft Rocks with Large Deformation [J].Tunnel Construction, 2023,43(1):36-47 (in Chinese))
[8] 海卫国.川西鲜水河构造带应力场特征及深埋隧道稳定性分析[D].北京:中国地质大学(北京),2021. (Hai Weiguo. Primary study on stress field characteristics and genetic mechanism of Xianshuihe tectonic belt in western Sichuan [D]. Beijing: China University of Geosciences, 2021. (in Chinese))
[9] 刘喆.高地应力软岩大变形隧道支护结构设计研究[J].铁路工程技术与经济,2020,35(6):29-32. (Liu Zhe. Study on Supporting Structure Design of Tunnel [J]. Railway Engineering Technology and Economy, 2020,35(6):29-32. (in Chinese))
[10] Barla G, Bonini M, Semeraro M. Analysis of the behaviour of a yield-control support system in squeezing rock[J].Water and Eenrgy International,2011,68(1):77-77.
[11] Kovári K, Staus J. Basic considerations on tunnelling in squeezing ground[J]. Rock Mechanics and Rock Engineering, 1996, 29(4): 203-210.
[12] 陈卫忠,田洪铭,杨阜东,等.泡沫混凝土预留变形层对深埋软岩隧道长期稳定性影响研究[J].岩土力学,2011,32(9):2577-2583. (Chen Weizhong, Tian Hongming, Yang Fudong, et al. Study of effects of foam concrete preset deformation layer on long-term stability of deep soft rock tunnel [J]. Rock and Soil Mechanics, 2011,32(9):2577-2583. (in Chinese))
[13] Tian H M,Chen W Z, Yang D S, et al. Numerical analysis on the interaction of shotcrete liner with rock for yielding supports[J]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 2016: 5420-5428.
[14] Wu G J, Chen W Z, Tian H M, et al. Numerical evaluation of a yielding tunnel lining support system used in limiting large deformation in squeezing rock[J]. Environmental Earth Sciences,2018,77(12):1-10.
[15] Zhang C X, Tan X J, Tian H M, et al. Lateral compression and energy absorption of foamed concrete-filled polyethylene circular pipe as yielding layer for high geo-stress soft rock tunnels[J]. International Journal of Mining Science and Technology,2022,32(5):1087-1096.
[16] Xu J F, Xie X Y, Shi Z, et al. Experimental study on performance of spring damping support structure system for large deformation tunnel in soft rock[J]. Underground Space,2024,15221-15243.
[17] 仇文革,王刚,龚伦,等.一种适应隧道大变形的限阻耗能型支护结构研发与应用[J].岩石力学与工程学报,2018,37(8):1785-1795. (Qiu Wenge, Wang Gang, Gong Lun, et al. Research and application of resistance-limiting and energy-dissipating support in large deformation tunnel [J]. Chinese Journal of Rock Mechanics and Engineering, 2018,37(8):1785-1795. (in Chinese))
[18] 罗江,王刚,白柱,等.限阻耗能型支护在高速公路软岩大变形隧道中的应用——以玉楚高速公路齐云隧道为例[J].隧道建设(中英文),2023,43(5):856-864. (Luo Jiang, Wang Gang, Bai Zhu, et al. Application of Support-Resistant Limiting Damper in Soft Rock Highway Tunnel with Large Deformation: a Case Study of Qiyun Tunnel of Yuxi-Chuxiong Expressway [J]. Tunnel Construction, 2023,43(5):856-864. (in Chinese))
[19] 邵珠山,陈鑫源,洪思源,等.内置让压元件衬砌支护刚度计算方法研究[J].铁道标准设计, 2023,67(1):41-47. (Shao Zhushan, Chen Xinyuan, Hong Siyuan, et al. Study on Calculation Method of Support Stiffness of Lining with Yielding Elements [J]. Railway Standard Design, 2023,67(1):41-47. (in Chinese))
[20] 田云,陈卫忠,田洪铭,等.考虑软岩强度时效弱化的缓冲层让压支护设计研究[J].岩土力学, 2020,41(增1):237-245. (Tian Yun, Chen Weizhong, Tian Hongming, et al. Study on design of buffer layer yielding support considering time-effect weakening of soft rock strength [J]. Rock and Soil Mechanics, 2020,41(Supp.1):237-245. (in Chinese))
[21] Tian H M, Tian Y, Chen W Z, et al.Design of the yielding support used highly deformable elements for a tunnel excavated in squeezing rock[J].Journal of Mountain Science,2023,20(5):1458-1468.
[22] Barla G, Bonini M, Debernardi D. Time Dependent Deformations in Squeezing Tunnels[J]. American Journal of Ophthalmology, 2010(1):01-03.
[23] Tian Y, Chen W Z, Tian H M, et al. Parameter design of yielding layers for squeezing tunnels[J].Tunnelling and Underground Space Technology,2021,108103694.
[24] Sarikaya A, Erkmen R E.A plastic-damage model for concrete under compression[J].International Journal of Mechanical Sciences, 2018, 150:584-593.
[25] Xu G W, He C,Wang J, et al.Study on the damage evolution of secondary tunnel lining in layered rock stratum[J].Bulletin of Engineering Geology and the Environment,2020,79(7):1-25.
[26] 仇文革,李冰天,田明杰,等.基于现场实测的隧道初期支护受力模式分析[J].隧道建设(中英文),2017,37(12):1508-1517. (Qiu Wenge, Li Tianbing, Tian Mingjie, et al. Analysis of Force Mode of Tunnel Primary Support Based on Field Measurement [J]. Tunnel Construction, 2017,37(12):1508-1517.(in Chinese))
[27] Xu G W, Marte G. Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock[J]. Transportation Geotechnics, 2020, (prepublish):100501.
[28] Zhang H, Huang Y J, Yang Z J, et al.A discrete-continuum coupled finite element modelling approach for fibre reinforced concrete[J].Cement and Concrete Research,2018,106130-106143.