Citation: | He Wei, Fan Peishuo, Ge Fei, Xu Lirong, Yang Yongxiang, Zhao Yang. Reasonable Support Timing of Tunnel Pre-grooving Method and Research on Segment Joint Structure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(1): 14-21. doi: 10.3969/j.issn.1007-2993.2024.01.003 |
[1] |
GALLI G,GRIMALDI A,LEONARDI A. Three-dimensional modelling of tunnel excavation and lining[J]. Computers & Geotechnics,2004,31(3):171-183.
|
[2] |
LIU X, BAI Y, YUAN Y, et al. Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings[J]. Structure and Infrastructure Engineering. 2016, 12(10): 1364-1379.
|
[3] |
LIU X,DONG Z,SONG W,et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints[J]. Tunnelling and Underground Space Technology,2018,71:271-291.
|
[4] |
LEE K M,GE X W. The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure[J]. Canadian Geotechnical Journal,2001,38(3):461-483. doi: 10.1139/t00-107
|
[5] |
STANDING J R,LAU C. Small-scale model for investigating tunnel lining deformations[J]. Tunnelling and Underground Space Technology,2017,68:130-141.
|
[6] |
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,(3):309-313. doi: 10.3321/j.issn:1000-4548.2000.03.009
|
[7] |
张厚美,叶均良,过 迟. 盾构隧道管片接头抗弯刚度的经验公式[J]. 现代隧道技术,2002,(2):12-16,52. doi: 10.3969/j.issn.1009-6582.2002.02.003
|
[8] |
LI X J,YAN Z G,WANG Z. Experimental and analytical study on longitudinal joint opening of concrete segmental lining[J]. Tunnelling and Underground Space Technology,2015,46:52-63.
|
[9] |
LI X J, YAN Z G, WANG Z. A progressive model to simulate the full mechanical behavior of concrete segmental lining longitudinal joints[J]. Engineering Structures. 2015, 93: 97-113.
|
[10] |
HEFNY A M,TAN F C,MACALEVEY N F. Numerical study on the behaviour of jointed tunnel lining[J]. Journal of the Institution of Engineers,2004,44(1):108-118.
|
[11] |
CARATELLI A,MEDA A,RINALDI Z,et al. On the behavior of radial joints in segmental tunnel linings[J]. Tunnelling & Underground Space Technology,2018,71:180-192.
|
[12] |
曾东洋,何 川. 地铁盾构隧道管片接头抗弯刚度的数值计算[J]. 西南交通大学学报,2004,(6):744-748. doi: 10.3969/j.issn.0258-2724.2004.06.010
|
[13] |
葛世平,谢东武,丁文其,等. 盾构管片接头简化数值模拟方法[J]. 岩土工程学报,2013,35(9):1600-1605.
|
[14] |
杨春山,魏立新,莫海鸿,等. 考虑衬砌变形与接头特征的盾构隧道纵向刚度[J]. 浙江大学学报(工学版),2018,52(2):358-366. doi: 10.3785/j.issn.1008-973X.2018.02.019
|
[15] |
闫治国,彭益成,丁文其,等. 青草沙水源地原水工程输水隧道单层衬砌管片接头荷载试验研究[J]. 岩土工程学报,2011,33(9):1385-1390.
|
[16] |
兰学平,鲁 亮,刘利惠. 超大隧道衬砌管片接头力学性能试验研究[J]. 结构工程师,2009,25(5):110-114. doi: 10.3969/j.issn.1005-0159.2009.05.021
|
[17] |
曾东洋,何 川. 地铁盾构隧道管片接头刚度影响因素研究[J]. 铁道学报,2005,(4):90-95. doi: 10.3321/j.issn:1001-8360.2005.04.018
|
[18] |
WU C,XU W. Atomistic molecular modelling of crosslinked epoxy resin[J]. Polymer,2006,47(16):6004-6009. doi: 10.1016/j.polymer.2006.06.025
|
[19] |
SINDT O,PEREZ J,GERARD J. Molecular architecture-mechanical behaviour relationships in epoxy networks[J]. Polymer,1996,37(14):2989-2997. doi: 10.1016/0032-3861(96)89396-7
|
[20] |
BLOM C B M. Design philosophy of concrete linings for tunnels in soft soils[D]. Delft: Delft University of Technology, 2002.
|
[21] |
董 飞. 地铁隧道衬砌结构破坏机理与安全性评价[D]. 北京: 北京交通大学, 2018.
|
[22] |
方岸林. 盾构隧道预应力管片接头力学性能试验研究[D]. 洛阳: 河南科技大学, 2014.
|