参考文献/References:
参考文献 References[1] JASPER A A，OVE G T，TORLEIV B. Experimental study of oil pipeline leak processes[J]. Journal of Envi ron mental Protection, 2012, 3: 597-604.[2] PAOLA F D, GALDIERO E, GIUGNI M, et al. Experi- mental investigation on a buried leaking pipe[J]. Procedia Engineering, 2014, 89:298-303.[3] 谢昱姝，汪彤，吕良海等. 城市管道天然气在土壤中扩 散行为全尺度实验[J]. 天然气工业，2015,35(8):106- 113.XIE Yushu, WANG Tong, LÜ Lianghai, et al. Full-scale experiment of diffusion behaviors of city pipeline gas in soils[J]. Natur. Gas Ind., 2015, 35(8): 106-113.[4] 冯启民, 郭恩栋, 宋银美, 等. 跨断层埋地管道抗震试 验[J]. 地震工程与工程振动, 2000,20(1):56-62.FENG Qimin, GUO Endong, SONG Yinmei, et al. Aseismic test of buried pipe corssing fault[J]. Earthquake Engineering and Engineering Vibration, 2000, 20(1):56-62. [5] O’ROURKE M, GADICHERLA V, ABDOUN T. Centri fuge modeling of PGD response of buried pipe[J]. Earthquake Engineering and Engineering Vibration, 2005, 22(2):81-85.[6] KHATRI D K. Experimental evaluation of the behavior of steel-reinforced high density polyethylene (SRHDPE) pipes[D]. Nepal Tribhuvan University, 2007.[7] CHOO Y W, ABDOUN T H, O’ROURKE M J, et al. Remediation for buried pipeline systems under perma-nent ground deformation [J].Soil Dynamics and Earth-quake Engingeering, 2007, 27:1043-1055.[8] 曹建国. 场地大变形下供水管道破坏试验及地震安全 评估[D]. 杭州：浙江大学，2014.CAO Jianguo. Test and seismic assessment of water supply pipeline under large ground deformation[D]. Hangzhou: Zhejiang University, 2014.[9] 李立云, 王成波, 韩俊艳, 等. 埋地管道-场地地震反应 振动台试验研究的场地响应[J]. 地震工程与工程震动，2015,35(3):166-176.LI Liyun, WANG Chengbo, HAN Junyan, et al. Analysis of site responses during shaking table test for the interac-tion between pipeline and soil[J]. Earthquake Engineering and Engineering Vibration, 2015,35(3):166-176.[10] 王闯, 刘威, 李杰. 爆炸模拟地震作用埋地供水管网原型试验[J]. 同济大学学报，2015, 43(10): 1487-1496. WANG Chuang, LIU Wei, LI Jie. Full-scale test of buried water supply pipeline network with explosion simulation earthquake[J]. Journal of Tongji University (Natural Sci-ence), 2015, 43(10): 1487-1496. [11] 周敏, 杜延军, 王非, 等. 地层沉陷中埋地HDPE管道力学状态及模型试验分析[J]. 岩土工程学报, 2016, 38(2): 254-262.ZHOU Ming, DU Yanjun, WANG Fei, et al. Physical modeling of mechanical responses of HDPE pipes and subsurface settlement caused by land subsidence[J]. Chi-nese Journal of Geotechnical Engineering, 2016, 38(2): 254-262. [12] 张志超，王进廷，徐艳杰. 跨断层地下管线振动台模型 试验研究(I)—试验方案设计[J].土木工程学报，2011,44(11):93-98.ZHANG Zhichao, WANG Jinting, XU Yanjie. Shaking table test for cross-fault buried pipelines (I)—model de-sign[J]. China Civil Engineering Journal, 2011, 44(11): 93-98.[13] 陈艳华，刘晓，王乐，等. 穿越走滑断层埋地管道应变特性的试验研究[J]. 北京交通大学学报，2017,41(4): 55-61.CHEN Yanhua, LIU Xiao, WANG Le, et al. Experimental research on strain properties of buried pipelines at strike-slip fault crossing[J]. Journal of Beijing Jiaotong University, 2017,41(4): 55-61.[14] 王乐. 不均匀沉降下埋地输液管道力学性能的试验研究[D]. 唐山：华北理工大学，2016.WANG Le. Experimental research on mechanical prop-erties of buried pipeline for liquid- conveying under dif-ferential settlement[D]. Tangshan: North China University of Science and Technology, 2016.
相似文献/References:
[1]胡玉定,姚继涛,韩晓雷,等.黄土地区某事故建筑物不均匀沉降机理分析[J].西安建筑科技大学学报(自然科学版),2012,44(03):345.[doi:10.15986/j.1006-7930.2012.03.007]
HU Yu-ding,YAO Ji-tao,HAN Xiao-lei,et al.Analysis on differential settlement of some accident building in loess area[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2012,44(05):345.[doi:10.15986/j.1006-7930.2012.03.007]
[2]段旭,董琪,门玉明,等.黄土挖填方场地中桩筏基础受力变形状态研究[J].西安建筑科技大学学报(自然科学版),2018,50(03):373.[doi:10.15986/j.1006-7930.2018.03.010]
DUAN Xu,DONG Qi,MEN Yuming,et al.Study on mechanism of deformation and destruction for piled raft foundation in loess areas with excavatedfilled[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2018,50(05):373.[doi:10.15986/j.1006-7930.2018.03.010]