[1] 北京市勘察设计研究院有限公司.地铁建设及运营期间突发灾害调查报告[R],2008. [2] 付明, 谭琼, 袁宏永, 等.城市生命线工程运行监测标准体系构建[J]. 中国安全科学学报, 2021, 31(1): 153-158. FU Ming,TAN Qiong,YUAN Hongyong,et al. Development of urban lifeline monitoring standard system[J]. China Safety Science Journal,2021,31(1): 153-158. [3] 殷鹰, 蓝朝逊, 李俊, 等. 埋地PE燃气管道地质沉降破坏数值分析[J]. 中国安全科学学报, 2019, 29(10): 18-23. YIN Ying, LAN Chaoxun, LI Jun, et al. Numerical analysis of geological settlement failure of buried PE gas pipeline[J]. China Safety Science Journal, 2019, 29(10): 18-23. [4] 王凯旋, 王雨, 康荣学, 等. 新建管线近距离上跨地铁车站的安全控制分析[J]. 中国安全科学学报, 2018, 28(12): 89-95. WANG Kaixuan, WANG Yu, KANG Rongxue, et al. Safety control analysis of new-constructed pipeline overpassing subway station[J]. China Safety Science Journal, 2018, 28(12): 89-95. [5] 柳程柱, 苏永华. 盾构施工引起的管线变形规律及安全风险评估[J]. 铁道科学与工程学报, 2020, 17(11): 2 882-2 891. LIU Chengzhu, SU Yonghua. Pipeline deformation laws and safety risk assessments caused by shield construction[J]. Journal of Railway Science and Engineering, 2020, 17(11): 2 882-2 891. [6] 王雨, 徐锦斌, 王凯旋, 等. 隧道下穿引起地下管线下沉的主控因素分析[J]. 中国安全生产科学技术, 2014, 10(1): 39-45. WANG Yu, XU Jinbin, WANG Kaixuan, et al. Analysis on main controlling factors of settlement induced by tunnel beneath through underground pipeline[J]. Journal of Safety Science and Technology, 2014, 10(1): 39-45. [7] 史江伟, 范燕波, 裴伟伟, 等. 盾构下穿非连续管线变形特性及预测方法研究[J]. 岩土力学, 2021, 42(1): 143-150. SHI Jiangwei, FAN Yanbo, PEI Weiwei, et al. An investigation of deformation mechanisms of jointed pipelines due to underneath tunnel excavation[J]. Rock and soil Mechanics, 2021, 42(1): 143-150. [8] 北京安捷工程咨询有限公司.轨道交通建设安全风险实施指南[R],2010. [9] 王雨, 陈文化, 崔江余, 等. 地铁施工扰动下柔性管线安全评价[J]. 现代隧道技术, 2016, 53(1): 83-89. WANG Yu, CHEN Wenhua, CUI Jiangyu, et al. Safety evaluation of flexible pipelines during metro construction [J]. Modern Tunneling Technology, 2016, 53(1): 83-89. [10] ATTEWELL P B, YEATES J, SELBY A R. Soil movements induced by tunneling and their effects on pipelines and structures[M].London: Blackie, 1986: 60-68. [11] 韩煊, 雷崇红, 张鹏. 隧道开挖引起管线沉降计算的刚度修正法[J]. 土木建筑与环境工程, 2012, 34(3): 21-27. HAN Xuan, LEI Chonghong, ZHANG Peng. A modified stiffness approach to predict tunneling-induced deformation and force of pipelines[J]. Journal of Civil, Architectural & Environmental Engineering, 2012, 34(3): 21-27. [12] 王雨, 陈文化, 王凯旋. 地埋管线周围土体抗力系数的正交各向异性解析分析[J]. 岩石力学与工程学报, 2019, 38(3): 606-618. WANG Yu, CHEN Wenhua, WANG Kaixuan. An analytical method for evaluating orthogonal anisotropy of soil resistance coefficients around buried pipelines[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(3): 606-618. [13] GUHA I, RANDOLPH M F, WHITE D J. Evaluation of elastic stiffness parameters for pipeline-soil interaction[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142(6): DOI: 10.1061/(ASCE)GT.1943-5606.0001466. [14] 刘鸿文. 材料力学I: 第6版[M]. 北京: 高等教育出版社, 2017: 255-260. |