Excavation Field Test and Parameters Optimization of the Transverse Pilot Tunnel with Small Diameter Tube Curtain Construction Method
ZHAO Wen1， SUN Yuan1， BAI Qian1， XIA Yun-peng2
1.School of Resources & Civil Engineering，Northeastern University，Shenyang 110819，China；2.The Fifth Department of China Railway No.4 Bureau Group Co.，Ltd.，Jiujiang 332000，China.
ZHAO Wen ， SUN Yuan， BAI Qian， XIA Yun-peng. Excavation Field Test and Parameters Optimization of the Transverse Pilot Tunnel with Small Diameter Tube Curtain Construction Method[J]. Journal of Northeastern University(Natural Science), 2023, 44(3): 432-439.
[1]Jia P，Zhao W，Du X，et al.Study on ground settlement and structural deformation for large span subway station using a new pre-supporting system［J］.Royal Society Open Science，2019，6(2):181035. [2]肖世国，朱合华，夏才初，等.管幕内顶进箱涵顶部管幕承载作用的分析［J］.岩石力学与工程学报，2005(18):3355-3359.(Xiao Shi-guo，Zhu He-hua，Xia Cai-chu et al.Support effect analysis of upper pipe-roof during a box culvert being pushed within pipe-poof［J］.Chinese Journal of Rock Mechanics and Engineering，2005(18):3355-3359.) [3]Li Y，Zhang K，Huang C，et al.Numerical simulation on the ground deformation by pipe-roof pre-construction method［C］//2011 International Conference on Consumer Electronics，Communications and Networks(CECNet).Xianning，2011:3291-3294. [4]Yang X，Liu Y.Monitoring and controlling on surface settlement in sand and gravel strata caused by subway station construction applying pipe-roof pre-construction method(PPM)［J］.Civil Engineering Journal，2017(2):179-188. [5]赵文，姜宝峰，贾鹏蛟，等.STS管幕结合洞桩法修建地铁车站数值模拟研究［J］.应用力学学报，2017，34(4):756-762，821.(Zhao Wen，Jiang Bao-feng，Jia Peng-jiao，et al.Study on numerical simulation of subway station construction using steel tube slab combined with PBA method［J］.Chinese Journal of Applied Mechanics 2017，34(4):756-762，821.) [6]Jia P，Zhao W，Chen Y，et al.A case study on the application of the steel tube slab structure in construction of a subway station［J］.Applied Sciences，2018，8(9):1437. [7]高胜雷.棚盖法平顶暗挖地铁车站施工力学行为研究［D］.北京:北京工业大学，2018.(Gao Sheng-lei.Study on the construction mechanics of subway station with flat roof and flat roof［D］.Beijing:Beijing University of Technology，2018.) [8]宋卓华，董立朋，陶连金，等.基于传递矩阵的平顶直墙地铁车站横向管棚受力变形计算方法研究［J］.隧道建设，2020，40(12):1733-1741.(Song Zhuo-hua，Dong Li-peng，Tao Lian-jin，et al.Research on calculation method for stress and deformation of transverse pipe roof subway station with rectangular cross-section based on transfer matrix［J］.Tunnel Construction，2020，40(12):1733-1741.) [9]陶连金，于兆源，董立朋.超浅埋棚盖法在地铁车站施工中的支护效果［J］.黑龙江科技大学学报，2020，30(3):279-283.(Tao Lian-jin，Yu Zhao-yuan，Dong Li-peng.Supporting effect of ultra-shallow burial cover method in subway station construction［J］.Journal of Heilongjiang University of Science and Technology，2020，30(3):279-283.) [10]Martos F.Concerning an approximate equation of the subsidence trough and its time factors［C］//International Strata Control Congress.Leipzig:Deutsche Akademie der Wissenschaften zu Berlin，1958:191-205. [11]Schmidt B.Settlements and ground movements associated with tunneling in soil［M］.Urbana-Champagne:University of Illinois at Urbana-Champaign，1969. [12]Guan Y，Zhao W，Li S，et al.Key techniques and risk management for the application of the pile-beam-arch(PBA)excavation method:a case study of the Zhongjie subway station［J］.The Scientific World Journal，2014，2014:275362. [13]Kolymbas D.Tunnelling and tunnel mechanics:a rational approach to tunnelling［M］.Berlin:Springer Science & Business Media，2005.
