真空管道双层衬砌结构力学特性研究

孙浩程; 王英学; 张子为; 古理全; 袁俊祥

doi:10.13922/j.cnki.cjvst.202208012

[1]

中华人民共和国交通运输部. 2019年交通运输行业发展统计公报[R/OL]. [2020-05-12].http://xxgk.mot.gov.cn/ 2020/jigou/zhghs/202006/t20200630_3321335.html. Ministry of Transport of the People's Republic of China. 2019 Statistical Bulletin on Development of the TransportIndustry[R/OL].[2020-05-12].

[2]

SHEN Zhiyun. On developing high-speed evacuated tube transportation in china[J]. Journal of Southwest Jiaotong University,2005,02:133−137 (沈志云. 我国真空管道高速交通的发展战略和技术方法[J]. 西南交通大学学报,2005,02:133−137(in chinese) SHEN Zhiyun. On Developing High-Speed Evacuated Tube Transportation in China [J]. Journal of Southwest Jiaotong University,2005(02):133-137.

[3]

Goddard H R. Apparatus For Vacuum Tube Transportation: US, 2488287[P]. 1945-10-06

[4]

Goddard H R. Vacuum Tube Transportation System: US, 2511979[P]. 1950-06-20

[5]

Oster D. Evacuated Tube Transportation: US5950543 [P]. 1997

[6]

Oster D,Kumada M,Zhang Y. Evacuated tube transport technologies (ET3) tm: a maximum value global transportation network for passengers and cargo[J]. Journal of Modern Transportation,2011,19(1):42−50 doi: 10.1007/BF03325739

[7]

Deng Zigang,Zhang Yong,Wang Bo,et al. Present situation and prospect of evacuated tube transportation system[J]. Journal of Southwest Jiaotong University,2019,54(05):1063−1072 (邓自刚,张勇,王博,等. 真空管道运输系统发展现状及展望[J]. 西南交通大学学报,2019,54(05):1063−1072(in chinese) doi: 10.3969/j.issn.0258-2724.20180204 Deng Zigang, Zhang Yong, Wang Bo, et al. Present Situation and Prospect of Evacuated Tube Transportation System [J]. Journal of Southwest Jiaotong University,2019,54(05):1063-1072. doi: 10.3969/j.issn.0258-2724.20180204

[8]

Zhou Jianjun,Shi Long,WANG Dongyuan. Internal force distribution and influencing factors for segment structure of circular low vacuum tunnel in clay[J]. China Railway Science,2021,42(01):49−58 (周建军,石龙,王东元. 黏土中圆形低真空隧道管片结构内力分布及其影响因素[J]. 中国铁道科学,2021,42(01):49−58(in chinese) Zhou Jianjun, Shi Long, WANG Dongyuan. Internal Force Distribution and Influencing Factors for Segment Structure of Circular Low Vacuum Tunnel in Clay [J]. China Railway Science, 2021,42(01):49-58.

[9]

Liang Minfei,Zhang Zhe,Li Ce,et al. Three-dimensional mechanical analysis model and verification of shield tunnels with double-layer linings[J]. Chinese Journal of Geotechnical Engineering,2019,41(05):892−899 (梁敏飞,张哲,李策,等. 盾构隧道双层衬砌结构三维力学分析模型及验证[J]. 岩土工程学报,2019,41(05):892−899(in chinese) Liang Minfei, Zhang Zhe, Li Ce, et al. Three-dimensional mechanical analysis model and verification of shield tunnels with double-layer linings [J]. Chinese Journal of Geotechnical Engineering,2019,41(05):892-899.

[10]

He Chuan,Guo Rui,Xiao Mingqing,et al. Model test on longitudinal mechanical properties of single and double layered lining for railway shield tunnel[J]. China Railway Science,2013,34(03):40−46 (何川,郭瑞,肖明清,等. 铁路盾构隧道单、双层衬砌纵向力学性能的模型试验研究[J]. 中国铁道科学,2013,34(03):40−46(in chinese) doi: 10.3969/j.issn.1001-4632.2013.03.07 He Chuan, Guo Rui, Xiao Mingqing, et al. Model Test on Longitudinal Mechanical Properties of Single and Double Layered Lining for Railway Shield Tunnel [J]. China Railway Science,2013,34(03):40-46. doi: 10.3969/j.issn.1001-4632.2013.03.07

[11]

周济民. 水下盾构法隧道双层衬砌结构力学特性[D]. 成都: 西南交通大学, 2012. Zhou Jimin. Research on mechanical behavior of double-layer lining structure for underwater shield tunnel [D]. Southwest Jiaotong University,2012.

[12]

于清洋. 盾构隧道双层衬砌结构横向相互作用机理研究[D]. 成都: 西南交通大学, 2016. Yu Qingyang. Transverse interaction mechanism of the double-layer lining structure for shield tunnel [D]. Southwest Jiaotong University,2016.

[13]

Zhao Dean,Lei Xiaoyan,Swobod G. Nonlinear finite element analysis for single and double lining tunnels[J]. China Journal of Highway and Transport,2003,16(1):62−67 (赵德安,雷晓燕,Swobod G. 单、双层衬砌隧道的非线性有限元分析[J]. 中国公路学报,2003,16(1):62−67(in chinese) doi: 10.3321/j.issn:1001-7372.2003.01.016) Zhao Dean, Lei Xiaoyan, Swobod G. Nonlinear Finite Element Analysis for Single and Double Lining Tunnels [J]. China Journal of Highway and Transport,2003,16(1):62-67. doi: 10.3321/j.issn:1001-7372.2003.01.016)

[14]

Yan Qixiang,Cheng Xi,He Chuan,et al. Analysis of mechanical properties of double-layered lining of shield tunnel under water pressure[J]. Journal of Railway Engineering Society,2010,(9):55−59 (晏启祥,程曦,何川,等. 水压条件下盾构隧道双层衬砌力学特性分析[J]. 铁道工程学报,2010,(9):55−59(in chinese) doi: 10.3969/j.issn.1006-2106.2010.09.012 Yan Qixiang, Cheng Xi, He Chuan, et al.Analysis of Mechanical Properties of Double-layered Lining of shield Tunnel under Water Pressure [J]. Journal of Railway Engineering Society,2010,(9):55-59. doi: 10.3969/j.issn.1006-2106.2010.09.012

[15]

Yao Chaofan,Yan Qixiang,He Chuan,et al. An improved analysis model for shield tunnel with double-layer linging and its applications[J]. Journal of Rock Mechanics and Engineering,2014,33(1):80−89 (姚超凡,晏启祥,何川,等. 一种改进的盾构隧道双层衬砌分析模型及其应用研究[J]. 岩石力学与工程学报,2014,33(1):80−89(in chinese) doi: 10.13722/j.cnki.jrme.2014.01.022 Yao Chaofan, Yan Qixiang, He Chuan, et al. An Improved Analysis Model For Shield Tunnel With Double-Layer Linging And its Applications[J]. Journal of Rock Mechanics and Engineering, 2014,33(1): 80-89. doi: 10.13722/j.cnki.jrme.2014.01.022

[16]

Wei Daoyuan,Yang Xizhang. Variation of K₀-Values of shanghai soft soil[J]. Dam Observation and Geotechnical Test,1988(3):33−43 (魏道垛,杨熙章. 上海软土的静止侧压力系数K₀的分布和变化规律的研究[J]. 大坝观测与土工测试,1988(3):33−43(in chinese) Wei Daoyuan,Yang Xizhang. Variation of K₀-Values of Shanghai soft soil[J].Dam Observation and Geotechnical Test,1988(3):33-43.)

[17]

Huang Qingfei,Yuan Dajun,Wang Mengshu. Influence of water level on internal force of segments of shield tunnels[J]. Chinese Journal of Geotechnical Engineering,2008,30(8):1112−1120 (黄清飞,袁大军,王梦恕. 水位对盾构隧道管片结构内力影响研究[J]. 岩土工程学报,2008,30(8):1112−1120(in chinese) doi: 10.3321/j.issn:1000-4548.2008.08.002 Huang Qingfei,Yuan Dajun,Wang Mengshu. Influence of water level on internal force of segments of shield tunnels[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1112-1120.) doi: 10.3321/j.issn:1000-4548.2008.08.002

[18]

Li Pengfei,Zhao Yong,Zhang Dingli,et al. Study of distribution laws of tunnel surrounding rock pressure based on field measured data statistics[J]. Journal of Rock Mechanics and Engineering,2013,32(7):1392 (李鹏飞,赵勇,张顶立,等. 基于现场实测数据统计的隧道围岩压力分布规律研究[J]. 岩石力学与工报,2013,32(7):1392(in chinese) Li Pengfei, Zhao Yong, Zhang Dingli, et al. Study Of Distribution Laws Of Tunnel Surrounding Rock Pressure Based on Field Measured Data Statistics[J].Journal of Rock Mechanics and Engineering,2013,32(7):1392.)

[19]

Wang Daoyuan,Hao Shihua. Distribution laws of earth pressure acting on a shield tunnel based onmeasured data[J]. Modern Tunnelling Technology,2018,55(3):46−53 (王道远,郝士华. 基于实测数据统计的盾构隧道土压力分布规律研究[J]. 现代隧道技术,2018,55(3):46−53(in chinese) doi: 10.13807/j.cnki.mtt.2018.03.007 Wang Daoyuan, Hao Shihua. Distribution Laws of Earth Pressure Acting on a Shield Tunnel Based onMeasured Data [J]. Modern Tunnelling Technology,2018, 55(3):46-53. doi: 10.13807/j.cnki.mtt.2018.03.007

[20]

郝勇, 钟礼东等. Ansys15.0有限元分析完全自学手册[M]. 北京: 机械工业出版社, 2015.2 Hao Yong, Zhong Lidong et al. Ansys15.0 complete self-study manual of finite element analysis [M]. Beijing: China Machine Press,2015:2

[21]

ANSYS Mechanical APDL Theory Reference. ANSYS, Inc. November 2013

[22]

盾构法隧道施工与验收规范: GB50446-2008[S]. 北京: 中国建筑工业出版社, 2008 Code for Shield Tunnel Construction and Acceptance:GB50446-2008[S]. Beijing: China Architecture and Building Press, 2008.