Numerical simulation of the dynamic response of ground penetrating ultra shallow-buried shield tunnel
ZONG Junliang1, RAO Qian1, WANG Qi2, YU Haitao2,3
1. Shanghai Huangpu River Cross-river Facilities Investment Construction Development Co., Ltd., Shanghai 200002, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract: The seismic dynamic response law of ground penetrating shield technology(GPST)tunnel was studied. A three-dimensional dynamic finite element model of the ground-penetrating shield tunnel was established. The model took into account the dynamic characteristics of the Shanghai site and reasonably simulated the dynamic artificial boundary, the longitudinal and annular joints of the tunnel lining, and the soil-structure interactions. The tunnel response and site response were analyzed, and parametric analyses were performed for bolt preload, longitudinal slope, ground surcharge loading and top opening conditions. The results showed that the GPST tunnel structure could amplify the ground acceleration response, and the structural diameter deformation and acceleration response of the exposed surface section would be significantly increased. The results of the parametric analysis showed that increasing the bolt preload, increasing the longitudinal slope of the tunnel and setting a surface surcharge plate could improve the structural response; however, the top opening would significantly amplify the tunnel dynamic response.
[1] SHARMA S, JUDD W R. Underground opening damage from earthquakes[J]. Engineering Geology, 1991, 30(3):263-276. [2] 张子新,胡文,刘超,等.地面出入式盾构法隧道新技术大型模型试验与工程应用研究[J].岩石力学与工程学报,2013,32(11):2161-2169. ZHANG Zixin, HU Wen, LIU Chao, et al. Investigation of ground pass shield tunnelling method based on large-scale model test and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(11):2161-2169. [3] 郑斌.大直径 GPST 盾构管片稳定装置设计[J].建筑科技,2021,5(5):91-94. ZHENG Bin. Huge diameter GPST shield segment stabilizing device design[J]. Building Technology, 2021, 5(5):91-94. [4] 赵辛玮,马永其,滕丽.盾构快速穿越法超浅覆土及负覆土隧道施工预测分析[J].上海大学学报(自然科学),2015,21(4):454-466. ZHAO Xinwei, MA Yongqi, TENG Li. Predictive analysis on shield tunnel using ultra-rapid under pass method[J]. Journal of Shanghai University(Natural Science Edition), 2015, 21(4):454-466. [5] 王祺,禹海涛,戴春祥,等.软土超浅埋盾构隧道地震反应分析[J].现代隧道技术,2018,55(增刊2):493-500. WANG Qi, YU Haitao, DAI Chunxiang, et al. Seismic response analysis of ultra-shallow buried shield tunnel in soft soils[J]. Modern Tunnelling Technology, 2018, 55(Suppl.2):493-500. [6] DING W, JIN Y, ZHAO W, et al. A computational method for ground penetrating shield tunnel[C] //Geo-Shanghai.Shanghai:Tunneling and Underground Construction, 2014:227-236. [7] 吴惠明. 地面出入式盾构隧道结构变形特性及控制研究[D].上海:上海大学,2014. WU Huiming. Study on characteristic analyse and controllingtechnology of structure deformation in GPST[D]. Shanghai: Shanghai University, 2014. [8] 高守栋. 地面出入式盾构施工地层扰动机理及管片受力特性研究[D].广州:广州大学,2020. GAO Shoudong. Study on the strata disturbance and mechanical properties of lining segment during GPST tunneling process[D]. Guangzhou: Guangzhou University, 2020. [9] 张旭,叶冠林,吴惠明,等.地面出入式盾构隧道受力变形特性数值分析[J].地下空间与工程学报,2016,12(2):436-441. ZHANG Xu, YE Guanlin, WU Huiming, et al. Numerical study on deformation characteristics of ground penetrating shield tunnel[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(2):436-441. [10] 高守栋,刘超,张子新,等.地面出入式盾构隧道施工对周边地层扰动研究[J].地下空间与工程学报,2020,16(3):903-914. GAO Shoudong, LIU Chao, ZHANG Zixin, et al. Study on the influence of surrounding strata during GPST tunnelling process[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(3):903-914. [11] 刘晶波, 李彬. 三维黏弹性静-动力统一人工边界[J]. 中国科学E辑(英文版), 2005(9):966-980. [12] 张冬梅, 樊振宇, 黄宏伟. 考虑接头力学特性的盾构隧道衬砌结构计算方法研究[J]. 岩土力学, 2010, 31(8):2546-2552. ZHANG Dongmei, FAN Zhenyu, HUANG Hongwei. Calculation method of shield tunnel lining considering mechanical characteristics of joints[J]. Rock and Soil Mechanics, 2010, 31(8):2546-2552. [13] 国家标准抗震规范管理组.建筑抗震设计规范:GB50011—2010[S].北京:中国建筑工业出版社,2016. [14] 同济大学.建筑抗震设计规程:DGJ08-9—2013[S].上海:上海市城乡建设和交通委员会,2013. [15] 中国建筑科学研究院.混凝土结构设计规范:GB50010—2010[S].北京:中国建筑工业出版社,2011. [16] 李冬梅,陈正杰,杨志豪.上海长江隧道管片环缝抗剪性能的试验与分析[J].地下工程与隧道,2011(1):15-17. [17] 日本土木学会.隧道标准规范(盾构篇)及解说[M].朱伟,译.北京:中国建筑工业出版社, 2011.