[1] 刘小俊.高地应力千枚岩隧道支护体系试验研究[J]. 地下空间与工程学报, 2021, 17(5): 1472-1478, 1528. (Liu Xiaojun. Experimental Research on Support System of High Geostress Phyllite Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(5): 1472-1478, 1528. (in Chinese))
[2] 祝安龙.高地应力陡倾千枚岩地层铁路隧道大变形机理[J]. 现代隧道技术, 2019, 56(增2): 231-238. (Zhu Anlong. The Mechanism of Large Deformation of a Railway Tunnel in Steeply Inclined Phyllite Strata with High Stress[J]. Modern Tunnelling Technology, 2019, 56 (Supp.2) : 231-238. (in Chinese))
[3] 王生仁.青藏铁路关角隧道工程地质条件研究[D].成都: 西南交通大学,2008.(Wang Shengren. The Research on Engineering Geological Conditions of GuanJiao Tunnel[D]. Chengdu: Southwest Jiaotong University,2008. (in Chinese))
[4] 彭学军, 李一萍, 陈彬, 等.藏噶隧道蚀变花岗岩地层围岩大变形控制措施研究[J].施工技术,2021,50(11):92-95, 128.(Peng Xuejun, Li Yiping, Chen Bin, et al. Study on Controlling Large Deformation of Surrounding Rock of in Zangga Tunnel Passing Altered Granite Stratum[J]. Construction Technology, 2021, 50(11): 92-95, 128. (in Chinese))
[5] 王永刚,丁文其,刘志强,等.木寨岭隧道大变形分级标准与支护时机研究[J].地下空间与工程学报,2020,16(4):1116-1122.( Wang Yonggang, Ding Wenqi, Liu Zhiqiang, et al. Classification Standard of Large Deformation and Construction Time of Second Lining in Muzhailing Tunnel[J]. Chinese Journal of Underground Space and Engineering, 20,16(4): 1116-1122. (in Chinese))
[6] 于家武,郭新新. 木寨岭公路隧道复合型大变形控制技术与实践[J].隧道建设(中英文),2021,41(9):1565-1576. (Yu Jiawu, Guo Xinxin. Composite large deformation control techniques for Muzhailing highway tunnel[J]. Tunnel Construction, 2021, 41(9): 1565-1576.(in Chinese))
[7] 李佳宝.川藏线折多山隧道围岩大变形规律研究[D].成都: 成都理工大学,2020. (Li Jiabao. Study on large deformation law of surrounding rock of Zheduoshan Tunnel on Sichuan-Tibet Line[D]. Chengdu: Chengdu University of Technology, 2020. (in Chinese))
[8] 陈志敏,张赓旺,龚军,等.宁缠隧道高地应力软岩大变形控制措施研究[J].隧道建设(中英文),2023,43(增1):398-406.(Chen Zhimin, Zhang Gengwang, Gong Jun, et al. Control measures for large deformation of soft rock under high Geo-stress in Ningchan Tunnel[J]. Tunnel Construction, 2023,43(Supp.1):398-406. (in Chinese))
[9] 王智佼,谢迪,范晋琰,等.西部某强风化炭质板岩隧道变形力学机制及大变形控制方法研究[J].地质力学学报,2023,29(5):648-661.(Wang Zhijiao, Xie Di, Fan jinyan. study on the deformation mechanism and large deformation control method of a strongly weathered carbonaceous slate tunnel in western China[J]. Journal of Geomechanics 2023,29(5):648-661. (in Chinese))
[10] 李利峰,韩六平,张晓虎,等.金川矿区深部高地应力矿山巷道锚网支护技术[J].金属矿山, 2020(7): 47-52. (Li Lifeng, Han Liuping, Zhang Xiaohu et al. Bolt-TECCO Net Supporting Technique in the Deep Mine roadway with High Ground Stress in Jinchuan Mining Area[J]. Metal Mine, 2020(7): 47-52. (in Chinese))
[11] 张有喜,赵杰,白庆升.麻家梁煤矿复合型软岩巷道支护技术研究及应用[J].煤炭工程,2013(1):29-31.(Zhang Youxi, Zhao Jie, Bai Qingsheng. Research and application of composite soft rock roadway support technology in Majialiang Coal Mine [J]. Coal Engineering, 2013(1):29-31. (in Chinese))
[12] 李磊,谭忠盛,郭小龙,等.高地应力陡倾互层千枚岩地层隧道大变形研究[J].岩石力学与工程学报,2017,36(7):1611-1622. (Li Lei, Tan Zhongsheng, Guo Xiaolong, et al. Large deformation of tunnel in steep dip strata of interbedding phyllite under high geostresses[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(7): 1611-1622. (in Chinese))
[13] 陈子全,何川,吴迪,等.高地应力层状软岩隧道大变形预测分级研究[J].西南交通大学学报,2018,53(6):1237-1244. (Chen Ziquan, He Chuan, Wu Di, et al. Study of Large Deformation Classification Criterion for Layered Soft Rock Tunnels under High Geostress[J]. Journal of Southwest Jiaotong University,2018,53(6):1237-1244. (in Chinese))
[14] 胡涛涛,贺韶君,王栋.考虑层理倾角的炭质板岩蠕变损伤本构模型[J].浙江大学学报(工学版),2024,58(8):1704-1716. (Hu Taotao, He Shaojun, Wang Dong. Creep damage intrinsic model of carbonaceous slate considering laminar inclination [J]. Journal of Zhejiang University (Engineering Science), 2024,58(8):1704-1716. (in Chinese))
[15] 刘国民,黄梅,陈华,等.炭质板岩冻融后蠕变特性试验及损伤模型研究[J].公路交通科技,2024,41(3):143-150, 162. (Liu Guomin, Huang Mei, Chen Hua, et al. Experimental study on creep characteristics and damage model for carbonaceous slate after freezing and thawing[J]. Journal of Highway and Transportation Research and Development, 2024,41(3):143-150, 162. (in Chinese))
[16] 曹朔.基于D-P屈服准则的圆形隧道流变特性研究[D].成都: 西南交通大学,2021. (Cao Shuo. Rheological behavior of circular tunnel based on D-P yield criterion[D]. Chengdu: Southwest Jiaotong University, 2021. (in Chinese))
[17] 陈子全.高地应力层状软岩隧道围岩变形机理与支护结构体系力学行为研究[D].成都: 西南交通大学, 2019. (Chen Ziquan. Study on the deformation mechanism of surrounding rock and mechanical behavior of supporting structures for layered soft rock tunnel under high geo-stress[D].Chengdu: Southwest Jiaotong University, 2019. (in Chinese))
[18] 郭小龙.高地应力软岩隧道变形分级控制技术及二次衬砌施作时机研究[D].北京:北京交通大学,2019.( Guo Xiaolong. Study on classification control technology on deformation of soft rock tunnel under high geo-stress and the construction time of secondary lining[D].Beijing: Beijing Jiaotong University,2019. (in Chinese))
[19] Hoek E, Marinos P. Predicting Tunnel Squeezing Problems in Weak Heterogeneous Rock Masses [J]. Tunnels and Tunnelling International, 2000, 32(11): 45-51.
[20] 卢书强,许模.基于GSI系统的岩体变形模量取值及应用[J].岩石力学与工程学报,2009,28(增1):2736-2742. (Lu Shuqiang, Xu Mo. Determination and application of modulus of deformation of rock masses based on GSI system[J]. Chinese Journal of Rock Mechanics and Engineering, 2009,28(Supp.1):2736-2742. (in Chinese))
[21] 刘小军,刘新荣,王军保,等.浅变质板岩非定常开尔文模型研究[J].地下空间与工程学报,2015,11(4):975-979.(Liu Xiaojun, Liu Xinrong, Wang Junbao, et al. Study on non-stationary Kelvin model of low-grade metamorphic slate[J]. Chinese Journal of Underground Space and Engineering,2015,11(4):975-979. (in Chinese))
[22] 韩阳,谭跃虎,李二兵,等.岩石非定常Burgers蠕变模型及其参数识别[J].工程力学,2018,35(3):210-217.(Han Yang, Tan Yuehu, Li Erbing, et al. Non-stationary burgers creep model of rock and its parameter identification[J] Engineering Mechanics, 2018,35(3):210-217.(in Chinese))
[23] 李术才,朱维申,陈卫忠,等.弹塑性大位移有限元方法在软岩隧道变形预估系统研究中的应用[J].岩石力学与工程学报,2002(4):466-470. (Li Shucai, Zhu Weishen, Chen Weizhong, et al. Application of elastic-plastic large displacement finite element method to the study of deformation prediction of soft rock tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2002(4):466-470. (in Chinese))