Citation: | ZENG Ge-hua, XIA Cai-chu. Effect of radial erection error of segments on waterproofness of segment rings of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2017-2025. DOI: 10.11779/CJGE201611011 |
[1] |
GB50446—2008 盾构法隧道施工与验收规范[S]. 2008. (GB50446—2008 Code for construction and acceptance of shield tunneling method[S]. 2008. (in Chinese))
|
[2] |
顾丽江. 考虑拼装误差影响下的软土盾构隧道变形控制标准研究[D]. 上海: 同济大学, 2011. (GU Li-jiang. Influence of installation errors on performance-based evaluation index of shield tunnel in soft clays[D]. Shanghai: Tongji University, 2011. (in Chinese))
|
[3] |
彭益成. 盾构隧道管片结构非线性性态及流固耦合模型研究[D]. 上海: 同济大学, 2007. (PENG Yi-cheng. Study on non-linear properties and fluid-structure interaction model for segment structure of shield tunnel[D]. Shanghai: Tongji University, 2011. (in Chinese))
|
[4] |
赵运臣, 肖龙鸽, 刘招伟, 等. 武汉长江隧道管片接缝防水密封垫设计与试验研究[J]. 现代隧道技术, 2008(增刊1): 144-149. (ZHAO Yun-chen, XIAO Long-ge, LIU Zhao-wei, et al. Experiment study and design on the watertight seal for reinforced concrete segment joint of Wuhan Yangtze River Tunnel[J]. Modern Tunnelling Technology, 2008(S1): 144-149. (in Chinese))
|
[5] |
樊庆功. 隧道接缝弹性橡胶密封垫防水性能试验及有限元分析[D]. 上海: 同济大学, 2002. (FAN Qing-gong. Tunnel joints rubber gasket waterproof performance tests and finite element analysis[D]. Shanghai: Tongji University, 2002. (in Chinese))
|
[6] |
ABAQUS Inc. Abaqus example problems manual, version 6.10[M]. Paris: Dassault Systemes Corp, 2010.
|
[7] |
GENT A N. Engineering with rubber: how to design rubber components[M]. Munich: Hanser Publisher, 2012.
|
[8] |
左 亮, 肖绯雄. 橡胶Mooney-Rivlin模型材料系数的一种确定方法[J]. 机械制造, 2008, 46(7): 38-40. (ZUO Liang, XIAO Fei-xiong. A method for determining the Mooney-Rivlin constitutive model parameters of rubber[J]. Machinery, 2008, 46(7): 38-40. (in Chinese))
|
[9] |
BATTERMANN W, KÖHLER R. Elastomere federung, elastische Lagerungen: Grundlagen ingenieurmäßiger Berechnung und Konstruktion[M]. Berlin: W Ernst, 1982. (BATTERMANN W, KÖHLER R. Elastomeric suspension, elastic bearing: Basics engineering calculation and construction[M]. Berlin: W Ernst, 1982. (in German))
|
[10] |
夏才初, 曾格华, 卞跃威. 盾构隧道管片环纵向接头抗弯刚度值的不动点迭代确定方法[J]. 岩石力学与工程学报, 2014, 33(5): 901-912. (XIA Cai-chu, ZENG Ge-hua, BIAN Yue-wei. Method for determining bending stiffness of shield tunnel segment rings longitudinal joint based on Fiex-point iteration[J]. Chinese Journal of Rock Mechanics, 2014, 33(5): 901-912. (in Chinese))
|
[11] |
赵玉花, 沈日庚, 李 青. 软黏土侧压力系数 K 0 阶段性特征研究[J]. 岩土力学, 2008, 29(5): 1264-1268. (ZHAO Yu-hua, SHEN Ri-geng, LI Qing. Research on staged characteristics of lateral pressure coefficient K 0 of soft clay[J]. Rock and Soil Mechanics, 2008, 29(5): 1264-126. (in Chinese))
|
[12] |
LI X J, YAN Z G, WANG Z, et al. Experimental and analytical study on longitudinal joint opening of concrete segmental lining[J]. Tunnelling and Underground Space Technology, 2015: 46:52-63.
|
[13] |
DING W Q, PENG Y C, YAN Z G, et al. Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints[J]. Structural Engineering and Mechanics, 2013, 45(3): 333-350.
|
[14] |
张厚美, 过 迟, 付德明. 圆形隧道装配式衬砌接头刚度模型研究[J]. 岩土工程学报, 2000, 22(3): 309-313. (ZHANG Hou-mei, Guo Chi, FU De-ming. A study on the stiffness model of circular tunnel prefabricated lining[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 309-313. (in Chinese))
|
[15] |
ITA. Guidelines for the design of shield tunnel lining (ITAWG 2 report)[J]. Tunnelling and Underground Space Technology, 2000, 15(3): 303-331.
|
[16] |
GB50010—2010混凝土结构设计规范[S]. 2010. (GB50010—2010 Code for design of concrete structures[S]. 2010. (in Chinese))
|
[17] |
朱祖熹. 上海地铁1号线盾构隧道衬砌防水技术述评[J].地下工程与隧道, 1993, 4: 54-60. (ZHU Zu-xi. Ling waterproof technology review of the of Shanghai Metro Line1 shield tunnel[J]. Underground Engineering and Tunnels, 1993, 4: 54-60. (in Chinese))
|