[1] 李廣建. 公路隧道大口徑深豎井施工技術(shù)及支護參數(shù) 研究[D]. 西安:長安大學,2017:1-10. [2] 謝陽,趙玉成,武淑敏,等. 電纜隧道圓形豎井結(jié)構(gòu)設 計方法研究[ J]. 鐵道標準設計,2017,61(6):111 -115. XIE Y,ZHAO Y C,WU S M,et al. Study on design method of circular vertical shaft structure in cable tunnel[J] Railway Standard Design,2017,61(6):111-115. [3] 中華人民共和國交通部. 公路隧道設計細則:JTG/ T D70-2010[S]. 北京:人民交通出版社,2010:244-250. [4] CARRANZA-TORRES C,FAIRHURST C. Application of the convergence-confinement method of tunnel design to rock-masses that satisfy the Hoek-Brown failure criterion [ J ]. Tunneling and Underground Space Technology, 2000,15(2):187-213. [5] 張標,崔嵐,鄭俊杰. 基于Hoek-Brown 屈服準則的修正 縱向變形曲線分析[J]. 地下空間與工程學報,2017,13(增刊1):52-57. ZHANG B,CUI L,ZHENG J J. Analysis of modified longitudinal deformation profile based on Hoek-Brown failure criterion[J]. Chinese Journal of Underground Space and Engineering,2017,13(S1):52-57. [6] PANET M. Guenot A. Analysis of convergence behind the face of a tunnel [C] / / Proceedings of the international symposium on tunneling. London:Institute of Mining and Metallurgy,1982:197-204. [7] HOEK E,BROWN E T. Practical estimates of rock mass strength[J]. International Journal of Rock Mechanics & Mining Sciences,1997,34(8):1165-1186. [8] PANET M. Understanding deformations in tunnels[M] / / Hudson J A,Brown E T,Fairhurst C,et al. Comprehensive Rock Engineering. Oxford:Pergamon,1993:663-690. [9] Vlachopoulos N, Diederichs M S. Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels. Rock Mechanics and Rock Engineering, 2009,42(2):131-146. [10] 吳順川,耿曉杰,高永濤,等. 基于廣義Hoek-Brown 準 則的隧道縱向變形曲線研究[J]. 巖土力學,2015,36 (4):946-952,987. WU S C,GENG X J,GAO Y T,et al. A study of the longitudinal deformation of tunnels based on the generalized Hoek- Brown failure criterion[J]. Rock and Soil Mechanics,2015, 36(4):946-952,987. [11] 耿曉杰. 深埋條件下隧道穩(wěn)定性評價方法及應用研究 [D]. 北京:北京科技大學,2015. [12] 張常光,曾開華. 收斂約束法中隧道開挖面空間效應方法比較[J]. 巖土力學,2016,37(5):1417-1424. ZHANG C G,ZENG K H,Comparisons of spatial-effect approaches for tunnel excavation using convergence-confinement method[J]. Rock and Soil Mechanics,2016,37 (5):1417-1424. [13] 張妍珺,蘇凱,周利,等. 基于收斂-約束法的隧洞縱向變形演化規(guī)律研究與支護時機估算[ J]. 巖土力學,2017,38(增刊1):471-478. ZHANG Y J,SU K,ZHOU L,et al. Estimation of ground support installation time based on the tunnel longitudinal displacement of convergence-confinement method [ J ]. Rock and Soil Mechanics,2017,38(S1):471-478. [14] 李之達,蔡佳駿,劉勁勇,等. 殷家?guī)r隧道施工過程有限元 模擬與分析[J]. 西部探礦工程,2005,17(9):115-118. LI Z D,CAI J J,LIU J Y. et al. Finite element simulation and analysis of the construction process of Yinjiayan tunnel [J]. West-china Exploration Engineering,2005,17 (9): 115-118. [15] 周榮. 大坪里隧道豎井施工過程數(shù)值模擬與研究[D]. 武漢:華中科技大學,2007:43-51. | 
