[1]丁祖德,付江,刘新峰,等.考虑空间效应的岩堆体隧道管棚力学模型研究[J].铁道学报,2018,40(7):121-127.
DING Zude,FU Jiang,LIU Xinfeng,et al.Research on mechanical model of rock pile tunnel pipe roof considering spatial effect[J].Journal of the China Railway Society,2018,40(7):121-127.
[2]MIWA M,OGASAWARA M.Tunneling through an embankment using all ground fasten method[J].Tunneling and Underground Space Technology,2005,20(2):121-127.
[3]CHENG X D,QIN P J.Analysis on the mechanical behavior of pipe roof and rock bolt of shallow and unsymmetrical tunnel in soft rock[J].Advanced Materials Research,2012(S1):267-271.
[4]赵晨阳,曹豪荣,彭立敏,等.隧道双层预支护力学分析模型[J].中南大学学报(自然科学版),2020,51(1):145-155.
ZHAO Chenyang,CAO Haorong,PENG Limin,et al.Mechanical analysis model of double-layer pre-support of tunnel[J].Journal of Central South University (Natural Science Edition),2020,51(1):145-155.
[5]岳洪武,苗苗.浅埋暗挖软岩隧道管棚预注浆加固效果分析[J].现代隧道技术,2021,58(2):111-117,134.
YUE Hongwu,MIAO Miao.Analysis of the effect of pre-grouting reinforcement for shallow buried tunnels in soft rock[J].Modern Tunnelling Technology,2021,58(2):111-117,134.
[6]郑俊杰,章荣军,杨庆年.浅埋隧道变基床系数下管棚的力学机制分析[J].岩土工程学报,2009,31(8):1165-1171.
ZHENG Junjie,ZHANG Rongjun,YANG Qingnian.Mechanical mechanism analysis of pipe roof under variable subgrade coefficient in shallow tunnel[J].Chinese Journal of Geotechnical Engineering,2009,31(8):1165-1171.
[7]王道远,袁金秀,王记平,等.考虑施工过程的浅埋软弱隧道管棚变形预测及参数敏感性分析[J].现代隧道技术,2019,56(1):79-86.
WANG Daoyuan,YUAN Jinxiu,WANG Jiping,et al.Deformation prediction and parameter sensitivity analysis of shallow-buried weak tunnel pipe roof considering construction process[J].Modern Tunnelling Technology,2019,56(1):79-86.
[8]IBRAHIM O.Control of surface settlements with umbrella arch method in second stage excavations of Istanbul Metro[J].Tunnelling and Underground Space Technology,2008,23(6):674-681.
[9] SONG K I,CHO G C,CHANG S B,et al.Beam-spring structural analysis for the design of a tunnel pre-reinforcement support system [J].International Journal of Rock Mechanics and Mining Sciences,2013,59(5):139-150.
[10]耿大新,石钰锋,阳军生,等 浅覆大断面隧道长大管棚超前支护受力研究[J].华中科技大学学报(自然科学版),2016,44(6):98-103.
GENG Daxin,SHI Yufeng,YANG Junsheng,et al.Study on the forces of the long and large pipe shed in shallow overlying tunnel with large cross section[J].Journal of Huazhong University of Science and Technology (Natural Science Edition),2016,44(6):98-103.
[11]陶祥令,马金荣,张昌伟,等.下穿道路隧道浅埋暗挖管棚支护参数及优化设计研究[J].中国科技论文,2016,11(1):66-70.
TAO Xiangling,MA Jinrong,ZHANG Changwei,et al.Research on the support parameters and optimal design of shallow-buried and concealed pipe roof tunnels underneath a road tunnel[J].Chinese Science and Technology Paper,2016,11(1):66-70.
[12]武松,汤华,罗红星,等.浅埋软岩公路隧道超前管棚支护机制与工程应用研究[J].岩石力学与工程学报,2019,38(S1):3080-3091.
WU Song,TANG Hua,LUO Hongxing,et al.Research on advanced pipe roof support mechanism and engineering application of shallow soft rock highway tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2019,38(S1):3080-3091.
[13]石钰锋.浅覆软弱围岩隧道超前预支护作用机理及工程应用研究[D].长沙:中南大学,2014.
[14]王炳智.软弱围岩隧道管棚超前预支护技术研究[D].重庆:重庆交通大学,2018.
[15]吴波,高波,骆建军.地铁区间隧道水平旋喷预加固效果数值模拟[J].西南交通大学学报,2004(5):605-608.
WU Bo,GAO Bo,LUO Jianjun.Numerical simulation of horizontal rotary grouting pre-reinforcement effect of subway section tunnels[J].Journal of Southwest Jiaotong University,2004(5):605-608.
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AN Yong-lin,CAI Hai-bin,YUE Jian,et al.Analysis on influence of high-speed rail on main shaft of neighboring mine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(6):40.[doi:10.11731/j.issn.1673-193X.2015.04.006]
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WU Bo,LU Ming,LEI ling,et al.Research on optimal scheme of tunnel construction based on orthogonal test and combined weightinggrey correlation method[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(6):124.[doi:10.11731/j.issn.1673-193x.2019.08.020]
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CUI Guangyao,SHI Wenhao,WANG Mingsheng,et al.Analysis on shock absorption effect of shock-absorbing layer with different thicknesses for fault-crossing tunnels in high seismic intensity zone[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(6):130.[doi:10.11731/j.issn.1673-193x.2021.07.021]
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YU Yang,SUN Yazhen,LIN Zhijun,et al.Study on cracking characteristics of adjacent shield tunnel caused by foundation pit excavation[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(6):99.[doi:10.11731/j.issn.1673-193x.2021.10.015]
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