引文
[1]王涛,吴树仁,石菊松,等.国内外典型工程滑坡灾害比较[J].地质通报,2013,32(12):11~29.WANG Tao,WU Shu-ren,SHI Ju-song,et al.A comparative study on typical engineering landslide disasters at home and abroad[J].Geological Bulletin of China,2013,32(12):11~29.
[2]鄢毅.宝成铁路滑坡与降雨关系探讨[J].水文地质工程地质,1993,(4):14~16.YAN Yi.Study on relationship between Baoji-Chengdu railway landslides and rainfalls[J].Hydrogeology and Engineering Geology,1993,(4):14~16.
[3]王恭先,刘光代.宝成铁路190公里山体滑坡与明洞破坏的分析和防治对策[J].路基工程,1993,(5):20~25.WANG Gong-xian,LIU Guang-dai.Analysis and treatment of 190 km landslide and open cut tunnel destruction of BaojiChengdu railway[J].Subgrade Engineering,1993,(5):20~25.
[4]张亨纲,李光辉.宝鸡至成都铁路地质选线及主要工程地质问题[J].铁道工程学报,2005,(S1):204~209.ZHANG Heng-gang,LI Guang-hui.Route selection from Baoji to Chengdu and main engineering geological problems[J].Journal of Railway Engineering Society,2005,(S1):204~209.
[5]王恭先,王应先,马惠民.滑坡防治100例[M].北京:人民交通出版社,2008.WANG Gong-xian,WANG Ying-xian,MA Hui-min.100 landslide prevention and cure cases[M].Beijing:China Communications Press,2008.
[6]Katz O,Reichenbach P,Guzzetti F.Rock fall hazard along the railway corridor to Jerusalem,Israel,in the Soreq and Refaim valleys[J].Natural Hazards,2010,56(3):649~665.
[7]Bednarik M,MagulováB,Matys M,et al.Landslide susceptibility assessment of the Kralovany-Liptovsky Mikulárailway case study[J].Physics and Chemistry of the Earth,Parts A/B/C,2010.35(3/5):162~171.
[8]Lan Heng-xing,Martin C D,Lim C H.Rockfall analyst:A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling[J].Computers&Geosciences,2007,33(2):262~279.
[9]李倩.贵州省规划铁路网滑坡危险性评估[J].中南大学学报:自然科学版,2011,(10):3170~3175.LI Qian.Landslide risk assessment for planning railway network in Guizhou province[J].Journal of Central South University:Science and Technology,2011,(10):3170~3175.
[10]李晓慧.宝成铁路凤县段地质灾害危险性评价[D].北京:中国地质大学,2010.LI Xiao-hui.Geological hazard risk assessment of Bao-Cheng railway in Fengxian county[D].2010,China University of Geosciences,Beijing.
[11]钟新.高烈度地震山区成兰铁路综合选线研究[J].高速铁路技术,2012,3(6):14~17.ZHONG Xin.Research on integrated route selection of Chengdu-Lanzhou Railway in highly seismic mountain area[J].High Speed Railway Technology,2012,3(6):14~17.
[12]贾丽丽,陈建国.成兰铁路两河口至松潘段选线研究[J].四川建材,2012,38(3):126~128.JIA Li-li,CHEN Jian-guo.Line selection research on Lianghekou-Songpan section of Chengdu-Lanzhou railway[J].Sichuan Building Materials,2012,38(3):126~128.
[13]杜宇本,袁传保,王彦东,等.成兰铁路主要地质灾害与地质选线[J].铁道工程学报,2012,(8):11~15.DU Yu-ben,YUAN Chuan-bao,WANG Yan-dong,et al.Major geological hazard and geological alignment of ChengduLanzhou Railway[J].Journal of Railway Engineering Society,2012,(8):11~15.
[14]毕俊翔.基于GIS的成兰铁路地质灾害危险性评估研究[D].成都:西南交通大学,2013.BI Jun-xiang.The GIS-based study on hazard evaluation of geological disaster in the Cheng-Lan railway[D].2013,Southwest Jiaotong University.
[15]李明清,刘发明.高烈度地震频发山区泥石流对成兰铁路的影响和防治对策[J].高速铁路技术,2013,4(2):61~64.LI Ming-qing,LIU Fa-ming.Influence of debris flow in high-intensity earthquake active mountainous area on ChengduLanzhou Railway[J].High Speed Railway Technology,2013,4(2):61~64.
[16]唐荣昌,蒋能强,刘盛利.迭溪7.5级地震的地质构造背景及其对发震构造条件的认识[J].地震研究,1983,6(3):327~338.TANG Rong-chang,JIANG Neng-qiang,LIU Sheng-li.Recognition of the geological setting and the seismogenic condtion for the Diexi magnitude 7.5 earthquake[J].Journal of Seismological Research,1983,6(3):327~338.
[17]周荣军,李勇,Densmore A L,等.青藏高原东缘活动构造[J].矿物岩石,2006,26(2):40~51.ZHOU Rong-jun,LI Yong,Densmore A L,et al.Active tectonics of the eastern margin of the Tibet Plateau[J].Journal of Mineralogy and Petrology,2006,26(2):40~51.
[18]雷建成,高孟潭,吕红山,等.四川及邻区抗倒塌地震区划图编制[J].地震学报,2011,(2):219~233.LEI Jian-cheng,GAO Meng-tan,LüHong-shan,et al.Seismic zonation maps against collapse of structures in Sichuan and adjacent region[J].Acta Seismologica Sinica,2011,(2):219~233.
[19]王涛.汶川地震重灾区地质灾害危险性评估研究[D].北京:中国地质科学院,2010.WANG Tao.Study on seismic landslide hazard assessment in Wenchuan earthquake severely afflicted area[D].Beijing:Chinese Academy of Geological Sciences,2010.
[20]Keefer D K,Wilson R C.Predicting earthquake-induced landslides,with emphasis on arid and semi-add environments[J].Landslides in a Semi-Arid Environment,1989,2:118~149.
[21]Chung C F,Fabbri A G.Validation of spatial prediction models for landslide Hazard Mapping[J].Natural Hazards,2003,30(3):451~472.
[22]吴树仁,王涛,石玲,等.2008汶川大地震极端滑坡事件初步研究[J].工程地质学报,2010,18(2):145~159.WU Shu-ren,WANG Tao,SHI Ling,et al.Study on catastrophic landslides triggered by 2008 great Wenchuan earthquake,Sichuan,China[J].Journal of Engineering Geology,2010,18(2):145~159.
[23]黄润秋.汶川地震地质灾害后效应分析[J].工程地质学报,2011,19(2):145~151.HUANG Run-qiu.After effect of geohazards induced by the Wenchuan earthquake[J].Journal of Engineering Geology,2011,19(2):145~151.
[24]郭化文,魏甡生,陈建昌.国内外求算可能最大降雨量研究综述[J].岱宗学刊,1997,(4):22~28.GUO Hua-wen,WEI Shen-sheng,CHEN Jian-chang.A review on probable maximum precipitation prediction at home and abroad[J].Dai Zong Xue Kan,1997,(4):22~28.
[25]刘传正.汶川地震区文家沟泥石流成因模式分析[J].地质论评,2012,58(4):709~716.LIU Chuan-zheng.Analysis on genetic model of Wenjiagou debris flow in Wenchuan earthquake area,Sichuan[J].Geological Review,2012.58(4):709~716.
[26]全国地震区划图编制委员会.四川、甘肃、陕西部分地区地震动峰值加速度区划图(GB 18306-2001)[S].北京:国家标准化管理委员会,2008.The National Seismic Zoning Map Compilation Committee.Seismic peak ground acceleration zoning map of local regions in Sichuan,Gansu,Shaanxi(GB 18306-2001)[S].Beijing:China National Standardization Management Committee,2008.
[27]刘静伟.基于历史地震烈度资料的地震危险性评估方法研究[D].北京:中国地震局地质研究所,2011.LIU Jing-wei.Study on the method of seismic hazard assessment based on historical intensity observations[D].Beijing:Institute of Geology of China Earthquake Administration,2011.