土木与交通工程 |
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下穿既有建筑期间盾构施工参数分析 |
张润峰1, 梁荣柱2,3 ,张献民1,薛新华4 |
1. 南京航空航天大学 民航学院 江苏 南京 210016; 2. 浙江大学 建筑工程学院 浙江 杭州 310058;3. 浙江大学 滨海和城市岩土工程研究中心 浙江 杭州 310058; 4. 四川大学 水利水电学院 四川 成都 610065 |
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Analysis on shield construction parameters during down crossing existing buildings |
ZHANG Run feng1, LIANG Rong zhu2,3, ZHANG Xian min1, XUE Xin hua4 |
1. College of Civil Aviation, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China; 2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;3. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 4. College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China |
[1] MOLLON G, DIAS D, SOUBRA A H. Face stability analysis of circular tunnels driven by a pressurized shield [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 136(1): 215-229.
[2] ANAGNOSTOU G, KOVARI K. Face stability conditions with earth pressure balanced shields [J]. Tunnelling and Underground Space Technology, 1996, 11(2): 165-173.
[3] WONG K S, NG C W W, CHEN Y M, et al. Centrifuge and numerical investigation of passive failure of tunnel face in sand [J]. Tunnelling and Underground Space Technology, 2012, 28(3): 297-303.
[4] 张凤祥, 朱合华,傅德明. 盾构隧道[M]. 北京:人民交通出版社, 2004:224-225.
[5] 王洪新. 土压平衡盾构刀盘挤土效应及刀盘开口率对盾构正面接触压力影响[J]. 土木工程学报,2009,42(7):113-118.
WANG Hong xin. Effect of cutter head compressing the front soil and influence of head aperture ratio on contact pressure of EPB shield to the front soil [J]. China Civil Engineering Journal,2009,42(7):113-118.
[6] SUGIMOTO M, SRAMOON A. Theoretical model of shield behavior during excavation. I: theory [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128 (2): 138-155.
[7] SRAMOON A, SUGIMOTO M. Theoretical model of shield behavior during excavation.Ⅱ: application [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002,128(2): 156-165.
[8] SUGIMOTO M, SRAMOON A, KONIHI S et al. Simulation of shield tunneling behavior along a curved alignment in a multilayered ground [J]. Journal of Geotehnical and Geoenvironmental Engineering, 2007, 133(6): 684-694.
[9] YUE M ,WEI J, SUN W, GUO Z. Dynamic mechanism and key rectification techniques of shield machine in the vertical plane [C] ∥ 2nd International Conference on Intelligent Robotics and Applications, 2009: 412-422.
[10] SUN W, YUE M, WEI J. Relationship between rectification moment and angle of shield based on numerical simulation [J]. Journal of Central South University, 2012, 19(2): 517-521.
[11] YUE M, SUN W, HU P. Dynamic coordinated of attitude correction for the shield tunneling based on load observer [J]. Automation in Construction, 2012,24(24): 24-29.
[12] 张厚美,古力. 盾构机姿态参数的测量及计算方法研究[J]. 现代隧道技术,2004, 41(2): 13-20.
ZHANG Hou mei, GU Li. On the measurement and the method of computation of the posture parameters of shields [J]. Modern Tunnelling Technology. 2004, 41(2): 13-20.
[13] LEE K M, JI H W, SHEN C K, et al, Ground response to the construction of Shanghai Metro tunnel line 2 [J]. Soils and Foundations, 1999, 39(3): 113-134.
[14] 梁荣柱, 潘金龙, 林存刚, 等. 软土地区盾构施工沉降界限[J]. 浙江大学学报:工学版, 2014, 48(7): 1148-1154.
LIANG Rong zhu, PAN Jin long, LIN Cun gang, et al. Settlement boundary induced by shield tunnelling in soft ground [J]. Journal of Zhejiang University: Engineering Science, 2014, 48(7): 1148-1154.
[15] 林存刚,吴世明,张忠苗,等,盾构掘进速度及非正常停机对地面沉降的影响[J],岩土力学,2012,33(8):2472-2482.
LIN Cun gang, WU Shi ming, ZHANG Zhong miao, et al. Influences of shield advance rate and abnormal machine halt on tunnelling induced ground surface settlements [J]. Rock and Soil Mechanics. 2012,33(8):2472-2482.
[16] 梁荣柱,夏唐代,吴昊,等. 软土地区土压平衡盾构反扭矩分析[J]. 中南大学学报:自然科学版,2015,46(10): 3814-3821.
LIANG Rong zhu, XIA Tang dai, WU Hao, et al. Analysis of reverse torque of EPB shield tunnelling in soft ground [J]. Journal of Central South University: Science and Technology, 2015, 46(10): 3814-3821.
[17] 唐晓武,朱季,刘维,等. 盾构施工过程中的土体变形研究[J]. 岩石力学与工程学报, 2010, 29(2): 417-422.
TANG Xiao wu, ZHU Ji, LIU Wei, et al. Research on soil deformation during shield construction process [J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):417-422.
[18] LEE K M, ROWE R K, LO K Y. Subsidence owing to tunnelling. I. estimating the gap parameter [J]. Canadian Geotechnical Journal, 1992, 29(6): 929-940. |
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