[1]彭建兵, 卢全中, 黄强兵. 汾渭盆地地裂缝灾害[M]. 北京:科学出版社, 2017. (Peng Jianbing, Lu Quanzhong, Huang Qiangbing. Ground fissure hazard in Fenwei Basin[M]. Beijing: Science Press, 2017. (in Chinese))
[2]卢全中, 李聪, 刘聪, 等. 地裂缝分类及地面沉降区构造地裂缝防治对策[J].地球科学与环境学报, 2021, 43(2): 366-375. (Lu Quanzhong, Li Cong, Liu Cong, et al.Classification of ground fissures and prevention measures of tectonic ground fissures in land subsidence area [J]. Journal of Earth Sciences and Environment, 2021, 43(2): 366-375. (in Chinese))
[3]黄强兵, 彭建兵, 王飞永, 等. 特殊地质城市地下空间开发利用面临的问题与挑战[J]. 地学前缘2019, 26(3): 85-94. (Huang Qiangbing, Peng Jianbing,Wang Feiyong, et al. Issues and challenges in the development of urban underground space in adverse geological environment [J]. Earth Science Frontiers, 2019, 26(3): 85-94(in Chinese))
[4]彭建兵, 黄伟亮, 王飞永, 等. 中国城市地下空间地质结构分类与地质调查方法[J]. 地学前缘, 2019, 26(3): 9-21. (Peng Jianbin, Huang Weiliang, Wang Feiyong, et al. Geological structural classification of and geological survey method for urban underground space in China[J]. Earth Science Frontiers, 2019, 26(3): 9-21. (in Chinese))
[5]乔建伟, 彭建兵, 郑建国, 等. 中国地裂缝发育规律与运动特征研究[J]. 工程地质学报, 2020, 28(5): 1016-1027. (Qiao Jianwei, Peng Jianbing, Zheng Jianguo, et al. Development rules and movement characteristics of earth fissures in China[J]. Journal of Engineering Geology, 28(5): 1016-1027. (in Chinese))
[6]Peng J B, Qiao J W, Zheng J G, et al. Distribution and generative mechanisms of ground fissures in China[J]. Journal of Asian Earth Sciences, 2020, 191: 104218.
[7]彭建兵, 张勤, 黄强兵, 等. 西安地裂缝灾害[M]. 北京: 科学出版社, 2012. (Peng Jianbing, Zhang Qin, Huang Qiangbing, et al. Ground fissure disaster in Xi'an[M]. Beijing:China Science Publishing Media Lid, 2012. (in Chinese))
[8]卢全中, 李聪, 刘聪, 等. 地裂缝分类及地面沉降区构造地裂缝防治对策[J]. 地球科学与环境学报, 2021, 43(2): 366-375. (Lu Quanzhong, Li Cong, Liu Cong, et al. Classification of ground fissures and control measures of tectonic ground fissures in land subsidence area [J]. Journal of Earth Sciences and Environment, 2021, 43 (2): 366-375. (in Chinese))
[9]Peng J B, Qiao J W, Leng Y Q, et al. Distribution and mechanism of ground fissures in Wei River Basin, the origin of the Silk Road[J]. Environment Earth Science, 2016, 75(8):718-729.
[10]Peng J B, Sun X H, Wang W, et al. Characteristics of land subsidence, earth fissures and related disaster chain effects with respect to urban hazards in Xi'an, China[J]. Environment Earth Science, 2016, 75(16): 1190-1204.
[11]黄强兵, 彭建兵, 王飞永, 等. 特殊地质城市地下空间开发利用面临的问题与挑战[J]. 地学前缘, 2019, 26(3): 85-94. (Huang Qiangbing, Peng Jianbing, Wang Feiyong, et al. Issues and challenges in the development of urban underground space in adverse geological environment[J]. Earth Science Frontiers, 2019, 26(3): 85-94. (in Chinese))
[12]Peng J B, Huang Q B, Hu Z P, et al. A proposed solution to the ground fissure encountered in urban metro construction in Xi'an, China[J]. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research, 2017, 61: 12-25.
[13]黄强兵, 梁奥, 门玉明, 等. 地裂缝活动对地下输水管道影响的足尺模型试验[J]. 岩石力学与工程学报,2016,35(增1):2968-2977.(Huang Qiangbing,Liang Ao,Men Yuming, et al. Full-scale model test on behaviors of urban underground water delivery pipeline crossing active ground fissure zone[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(Supp.1): 2968-2977.(in Chinese))
[14]刘聪, 乔建伟, 闫腾飞, 等. 供水管道45°斜穿地裂缝足尺模型试验研究[J]. 土木工程学报, 2023, 56(5): 102-111. (Liu Cong , Qiao Jianwei , Yan Tengfei,et al.Full-scale model test on feed pipeline crossing earth fissure with an angle of 45°[J].China Civil Engineering Journal, 2023, 56(5): 102-111.(in Chinese))
[15]黄强兵, 彭建兵, 王启耀, 等. 地铁隧道穿越地裂缝带的结构抗裂预留位移量[J]. 岩石力学与工程学报, 2010, 29(增1): 2669-2675. (Huang Qiangbing, Peng Jianbing, Wang Qiyao, et al. Reserved displacements for anti-crack design of metro tunnel passing through active ground fissure zones [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (Supp.1): 2669-2675. (in Chinese))
[16]黄强兵, 彭建兵, 高虎艳, 等. 地铁隧道斜交穿越地裂缝带的纵向设防长度[J]. 铁道学报, 2010, 32(1):73-78. (Huang Qiangbing,Peng Jianbing,Gao Huyan, et al. The longitudinal fortified length of metro tunnel obliquely crossing the active ground fissure zones [J].Jounal of the China Railway Society, 2010, 32(1): 73-78. (in Chinese))
[17]黄强兵, 郭瑞, 张宁, 等. 西安地铁临潼线穿越地裂缝及断裂带隧道抗裂设防研究[J]. 现代隧道技术, 2018, 55(6): 144-151. (Huang Qiangbing, Guo Rui, Zhang Ning, et al. Anticracking design for a tunnel on the Lintong Line of Xi'an Metro crossing ground fissures and fault zones[J]. Modern Tunnelling Technology, 2018. 55(6): 144-151. (in Chinese))
[18]黄强兵, 彭建兵, 邓亚虹, 等. 西安地铁2 号线隧道穿越地裂缝带的设防参数[J]. 岩土力学, 2010, 31(9): 2882-2888. (Huang Qiangbing, Peng Jianbing, Deng Yahong, et al. Design parameters of Xi'an Metro Line 2 Tunnel passing through active ground fissure zones[J]. Rock and Soil Mechanics, 2010. 31(9): 2882-2888. (in Chinese))
[19]Yan Y F, Huang Q B,Xie Y L, et al. Failure analysis of urban open-cut utility tunnelunder ground fissures environment in Xi'an, China[J]. Engineering Failure Analysis, 2021, 127: 105529.
[20]Diao Y, Guo Y Z, Song X X, et al. 2019. Effect of joint deformation on the waterproof performance of utility tunnel[J]. China Civil Engineering Journal, 2019, 52(Supp.1): 113-119.
[21]邓亚虹, 彭建兵, 范文, 等. 地裂缝活动环境下盾构管廊双层衬砌性状分析[J]. 岩石力学与工程学报, 2008, 27(增 2):3861-3867. (Deng Yahong,Peng Jianbing,Fan Wen, et al. Analysis of double-layered behaviors of shield tunnel active moving ground-fissures[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(Supp.2): 3860-3867. (in Chinese))
[22]朱琳. 黄土地区地裂缝对综合管廊的危害性研究[D]. 西安:西安理工大学, 2008.(Zhu Lin. Study on the harm of ground fissures on integrated pipe gallery in loess area[D]. Xi'an: Xi'an University of Technology, 2008. (in Chinese))
[23]胡志平, 张丹, 张亚国, 等. 地下综合管廊结构斜穿活动地裂缝的变形破坏机制室内模型试验研究[J]. 岩石力学与工程学报, 2019, 38(12): 2550-2560. (Hu Zhiping, Zhang Dan, Zhang Yaguo, et al. Test study on deformation and failure mechanisms of utility tunnels obliquely crossing ground fissures[J].Chinese Journal of Rock Mechanics and Engineering, 2019, 38(12): 2550-2560. (in Chinese))
[24]梁奥. 地裂缝环境下埋地管道性状的模型试验研究[D].西安:长安大学, 2016. (Liang Ao.Water supply pipeline crossing ground fissure zone model testing research [D]. Xi'an: Chang'an University, 2016. (in Chinese))
[25]黄强兵, 彭建兵, 门玉明, 等. 地裂缝对地铁明挖整体式衬砌隧道影响机制的模型试验研究[J]. 岩石力学与工程学报, 2008,27(11): 2324－2331. (Huang Qiangbing, Peng Jianbing, Men Yuming, et al. Model test study on effect of ground fissure on open-cut metro tunnel with integral lining[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(11): 2324-2331. (in Chinese))
[26]中国铸造学会.球墨铸铁给排水管道工程施工及验收规范技术要求(ZXB/T 0202-2013)[S]. 2013. (Chinese Foundry Society. The code for construction and acceptance of water and sewerage ductile iron pipeline works Specification requirement (ZXB/T 0202-2013)[S]. 2013. (in Chinese))
[27]中华人民共和国住房和城乡建设部.中华人民共和国国家质量监督检验检疫总局.城市综合管廊工程技术规范(GB50838-2015)[S].北京:中国计划出版社,2015.(Ministry of Housing and Urban-Rural Development, People's Republic of China. General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Technical code for urban utility tunnel engineering (GB50838-2015)[S]. Beijing: China Planning Publishing House, 2015. (in Chinese))
