WANG Xin， ZHAO Wen， BAI Qian. Expansion Type of In-situ Expansion of the Intersection Between Main Tunnel and Shaft in the Existing Tunnel[J]. Journal of Northeastern University(Natural Science), 2022, 43(10): 1469-1476.
[1]彭念.原位扩建隧道围岩力学响应机理研究［D］.重庆:重庆大学，2010.(Peng Nian.Research on mechanical response mechanism of surrounding rock of in-situ extension tunnel［D］.Chongqing:Chongqing University，2010.) [2]Ackermann A W.Erneuerung des Rufenen-tunnels der Furka-Oberalp-Bahn［J］.Tunnel，1995，14(3):29-33. [3]Lunardi P.Widening the load at Nazzano［J］.Tunnels & Tunneling International，2003，35(7):16-19. [4]No S，Noh S，Lee S，et al.Construction of long and large twin tube tunnel in Korea-Sapaesan tunnel［J］.Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research，2006，21(3):393. [5]Tonon F.Methods for enlarging transportation tunnels while keeping tunnels fully operational［J］.Practice Periodical on Structural Design and Construction，2010，15(4):248-271. [6]Mashimo H，Ishimurat M，Isago N，et al.Behavior of support structure of existing tunnels during enlargement of cross section［C］//ITA—AITES 2005 World Tunnel Congress.Rotterdam，2005:133-138. [7]胡居义，陈礼彪，黄伦海.2车道隧道扩建成4车道隧道扩建型式研究［J］.公路交通技术，2010(5):93-97.(Hu Ju-yi，Chen Li-biao，Huang Lun-hai.Research on expansion modes of two-lane to four-lane tunnels［J］.Highway and Transportation Technology，2010(5):93-97.) [8]朱根桥，林志，朱育才，等.隧道原位扩建对邻近建筑物影响评估的研究［J］.岩土力学，2012，33(sup2):251-256.(Zhu Gen-qiao，Lin Zhi，Zhu Yu-cai，et al.Research on influences of in-situ tunnel extension project on adjacent buildings［J］.Rock and Soil Mechanics，2012，33(sup2):251-256.) [9]Fan C G，Ji J，Wang W，et al.Effects of vertical shaft arrangement on natural ventilation performance during tunnel fires［J］.International Journal of Heat and Mass Transfer，2014，73:158-169. [10]Xie B C，Han Y X，Huang H，et al.Numerical study of natural ventilation in urban shallow tunnels:impact of shaft cross section［J］.Sustainable Cities and Society，2018，42:521-537. [11]Yao Y Z，Zhang S G.Effects of shaft inclination angle on the capacity of smoke exhaust under tunnel fire［J］.Indoor and Built Environment，2019，28(1):77-87. [12]Singh B，Goel R K，Jethwa J L，et al.Support pressure assessment in arched underground openings through poor rock masses［J］.Engineering Geology，1997，48(1/2):59-81. [13]Jeong S S，Han Y C，Kim Y M，et al.Evaluation of the NATM tunnel load on concrete lining using the ground lining interaction model［J］.KSCE Journal of Civil Engineering，2014，18(2):672-682. [14]Jiang Y，Yoneda H，Tanabashi Y.Theoretical estimation of loosening pressure on tunnels in soft rocks［J］.Tunnelling and Underground Space Technology，2001，16(2):99-105. [15]李鹏飞，周烨，伍冬.隧道围岩压力计算方法及其适用范围［J］.中国铁道科学，2013，34(6):55-60.(Li Peng-fei，Zhou Ye，Wu Dong.Calculation methods for surrounding rock pressure and application scopes［J］.China Railway Science，2013，34(6):55-60.) [16]柏谦，赵文，王鑫，等.既有改扩建浅埋岩石隧道的围岩压力计算方法研究［J］.中南大学学报(自然科学版)，2021，52(5):1562-1569.(Bai Qian，Zhao Wen，Wang Xin，et al.Calculation method of surrounding rock pressure of existing expansion shallow rock tunnel［J］.Journal of Central South University(Science and Technology)，2021，52(5):1562-1569.) [17]Matsuzawa H，Hazarika H.Analyses of active earth pressure against rigid retaining wall subjected to different modes of movement［J］.Soils and Foundations，1996，36(3):51-65. [18]铁道第二勘察设计院.铁路隧道设计规范:TB10003—2005［S］.北京:中国铁道出版社，2005.(The Second Railway Survey and Design Institute.Railway tunnel design specification:TB10003—2005［S］.Beijing:China Railway Publishing House，2005.)
