Journal of Shandong University(Engineering Science) ›› 2022, Vol. 52 ›› Issue (4): 175-182.doi: 10.6040/j.issn.1672-3961.0.2021.335
ZHU Bin1, WANG Jian1, XU Zhuang1, LUO Xiaogang1, MENG Dong1, XING Zhihao2, ZHANG Zheng2, WU Ke2
CLC Number:
| [1] 徐飞. 城轨隧道盾构施工对周边环境的影响研究[D]. 北京:北京交通大学, 2011. XU Fei. The study of the peripheral environment influence by TBM construction under urban rail traffic[D]. Beijing: Beijing Jiaotong University, 2011. [2] 黄明利,伍志勇,徐飞. 城市环境下盾构施工对周边环境影响的监测与分析[C] //第一次学术研讨会暨中铁隧道集团城市盾构项目管理、施工技术、设备维保交流会论文集. [S.l.] : 中国土木工程学会. 2011:32-49. HUANG Mingli, WU Zhiyong, XU Fei. Monitoring and analysis of the impact of shield construction on the surrounding environment in urban environment[C] //Proceedings of the first academic seminar of the Exchange Meeting on Urban Shield Project Management. [S.l.] : China Civil Engineering Society, 2011:32-49. [3] 田皓文. TBM施工对地面建筑物振动影响分析[J]. 山西建筑, 2012, 38(34):192-194. TIAN Haowen. Influential analysis on TBM construction upon ground building vibration[J]. Shanxi Architecture, 2012, 38(34): 192-194. [4] 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 Cungang, WU Shiming, ZHANG Zhongmiao, 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. [5] 郑刚, 路平, 曹剑然. 基于盾构机掘进参数对地表沉降影响敏感度的风险分析[J]. 岩石力学与工程学报, 2015(增刊1): 3604-3612. ZHENG Gang, LU Ping, CAO Jianran. Risk analysis based on the parameters sensitivity analysis for ground settlement induced by shield tunneling[J]. Chinese Journal of Rock Mechanics and Engineering, 2015(Suppl.1):3604-3612. [6] 蔡兵华, 冯晓腊, 李忠超, 等. 小型土压平衡盾构隧道掘进参数研究[J]. 安全与环境工程,2020,27(2):204-209. CAI Binghua, FENG Xiaola, LI Zhongchao, et al. Study on the tunneling parameters for small-scale earth pressure balance shield tunneling[J]. Safety and Environmental Engineering, 2020, 27(2):204-209. [7] 纪梅,谢雄耀. 大直径土压平衡盾构掘进引起的地表沉降分析[J]. 地下空间与工程学报,2012,8(1):161-166. JI Mei, XIE Xiongyao. Numerical simulation analysis of ground surface settlement caused by large diameter EPB shield tunneling[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(1):161-166. [8] PIRASTEHFAR K, SHIVAEI S, SADAGHIANI M H, et al. 3D numerical investigation of the effects of driving of the new mechanized tunnel on existing segmental linings and ground surface settlements-a case study: Shiraz metro line 2[J]. International Journal of Geotechnical Engineering, 2020:1-12. [9] ZHANG K, YU H, LIU Z, et al. Dynamic characteristic analysis of TBM tunnelling in mixed-face conditions[J]. Simulation Modelling Practice & Theory, 2010, 18(7):1019-1031. [10] 贾小伟. 盾构地铁开挖对邻近建筑物桩基影响的数值分析[D]. 烟台:鲁东大学,2018. JIA Xiaowei. Numerical analysis of influence of shield tunneling excavation on pile foundations of adjacent buildings[D]. Yantai: Ludong University, 2018. [11] 杨龙. 城市地铁隧道TBM法施工引起地层振动和地面沉降分析[D]. 上海:上海交通大学,2013. YANG Long. Analysis of vibration effect and surface settlement induced by TBM excavating subway tunnel in urban area[D]. Shanghai: Shanghai Jiao Tong University, 2013. [12] 王璐. 西安市地铁区间隧道盾构施工对地表沉降机理的研究[D].西安: 西安科技大学, 2008. WANG Lu. Study on the mechanism of ground surface settlement induced by shield construction in Xi'an[D]. Xi'an: Xi'an University of Science and Technol-ogy, 2008. [13] 高玮,杜家庆,杨龙. 地铁隧道TBM施工振动对周边环境影响的数值分析[J]. 路基工程, 2015(1):100-103. GAO Wei, DU Jiaqing, YANG Long. Numerical analysis on impact of vibration on surrounding environment in TBM construction of subway tunnel[J]. Subgrade Engineering, 2015(1):100-103. [14] 严鹏, 卢文波, 陈明,等. TBM和钻爆开挖条件下隧洞围岩损伤特性研究[J]. 土木工程学报, 2009, 42(11):121-128. YAN Peng, LU Wenbo, CHEN Ming, et al. Study of the damage characteristics of surrounding rocks for tunnels constructed using TBM and drill-and-blast[J]. China Civil Engineering Journal, 2009, 42(11):121-128. [15] 施成华, 彭立敏. 随机介质理论在盾构法隧道纵向地表沉降预测中的应用[J]. 岩土力学, 2004, 25(2):320-323. SHI Chenghua, PENG Limin. Application of stochastic medium theory to predicting settlement in longitudinal surface due to tunnel construction by shield[J]. Rock and Soil Mechanics, 2004, 25(2):320-323. [16] 秦亚斌,朱大勇,张振华,等. 盾构下穿大型立交时掘进速度对桩基及地表沉降的影响[J]. 城市轨道交通研究, 2018,21(4):103-108. QIN Yabin, ZHU Dayong, ZHANG Zhenhua, et al. Effect of shield advance speed on the tunnel under-crossing large flyover pile foundation and subsidence[J]. Urban Mass Transit, 2018, 21(4):103-108. [17] 刘仁鹏. 盾构选型[J]. 建筑机械, 2004(9):58-59. LIU Renpeng. Shield selection[J]. Construction Machinery, 2004(9):58-59. |
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