大光包滑坡启动机制：强震过程滑带动力扩容与水击效应

doi:10.13722/j.cnki.jrme.2016.0208

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摘要大光包滑坡是2008汶川地震触发的最大规模滑坡，也是世界上百年内罕见的巨型滑坡。滑坡发育在坚硬的碳酸盐岩地层、与发震断裂垂直距离5 km、与震中直线距离85 km，达11.59×108 m3的方量改变了近10 km2地形地貌，暴露后缘600 m近直立断壁、上游1.5 km拉裂边界、下游1.8 km剪滑光面及堆积600 m滑坡高坝，呈现出不同常理的滑坡现象，引起国内外持续争论和广泛研究。在前人研究基础上，总结7 a研究成果，认为深埋厚层软弱岩带(层间错动带)和强震过程是滑坡启动的背景条件。展开岩体宏–细–微观结构调查和测试，证实强震过程滑带的碎裂和扩容，揭示出扩容成因是地震动放大过程的振动冲击(动力扩容)。对滑带岩体强度测试，肯定由震裂导致的强度劣化不是大光包滑坡骤然启动的主因；水文地质调查表明，震前大光包山体具有丰富地下水及连接滑带的潜在通道，并且发现滑带扩容裂隙受到与水流相关的碎屑充填。强震过程中潜在通道垂向贯通、高位地下水瞬间挤入深埋构造带的扩容空间、可能产生水击效应，降低构造岩体有效应力，并导致岩带强度骤降。建立水击力计算的力学模型，计算结果表明在地下水头70～360 m范围内可激发水击力达20 MPa；从而得出，强震过程滑带动力扩容和水击效应可能使得滑坡骤然启动。最后，提出一种大光包滑坡启动的机制模型：强震过程→滑带地震动力破裂扩容→水击效应→滑坡启动。

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关键词 ：边坡工程, 大光包滑坡, 滑带, 扩容, 地震滑坡, 水击

Abstract：Daguangbao landslide(DGB landslide) is the largest landslide triggered during Wenchuan earthquake 2008. It is also one of the most catastrophic landslides around the world during the past 100 a. DGB landslide is in the area of carbonate rock and about 5 km away from the seismogenic fault and 85 km from the epicenter. However，this landslide changed the landforms of a region about 10 km2 with a volume of 11.59×108 m3. Additionally，DGB landslide exposed a main scarp with an average height of 600 m(maximum height of 850 m)，an open tension flank in the north with a length of 1.5 km and a sliding surface in the south with a length of 1.8 km. The river in front of DGB Mountain was filled up with a dam of 800 m in height. These incredible landslide features had attracted the wide concerns. Based on the previous studies and our observations in the past 7 years，the geology setting and earthquake-induced ground shaking were presented in detail in this paper. The distribution and properties of the 112 large-scale landslides triggered by Wenchuan earthquake were studied，and it was found that a bedding fault under Mt. DGB and the amplification of seismic ground motion in DGB area were the precondition of DGB landslide. Petrologic studies on the slip zone of DGB landslide microscopically were carried out and macroscopically and experimental investigation of the rock properties was performed. The results indicate that the rock mass of slip zone dilates during the earthquake. Site observation indicates that the dilatation of slip zone is resulted from the impact loading during the earthquake due to the amplification of seismic shaking. The shear strength of the materials in the slip zone was estimated. The results indicate that the reduction of shear strength due to rock fragmentation could not result in a sudden failure of DGB landslide. Recently，the ground water in Mt. DGB was investigated. The site evidence indicates that Mt. DGB has rich ground water with the well-developed vertical drainage before the earthquake. It is hypothesized that the vertical drainage is connected instantly during the earthquake，and that the ground water swarms into the dilated bedding fault which induces water hammer within this layer. A model of water hammer force in open tension crack was established，and the water hammer pressure was calculated. The results show that the maximum pressure is 20 MPa when the height of water head is assumed in a range of 70–360 m. It is concluded that water hammer pressure reduces the shear strength suddenly，and that the landslide is initiated with the high initial velocity. Finally，an improved model of DGB landslide mechanism was proposed.

Key words： slope engineering Daguangbao landslide slip zone dilatation earthquake induced landslide water hammer

引用本文:

裴向军，崔圣华，黄润秋. 大光包滑坡启动机制：强震过程滑带动力扩容与水击效应[J]. 岩石力学与工程学报, 2018, 37(2): 430-448.
PEI Xiangjun，CUI Shenghua，HUANG Runqiu. A model of initiation of Daguangbao landslide：dynamic dilation and water hammer in sliding zone during strong seismic shaking. , 2018, 37(2): 430-448.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2016.0208 或 https://rockmech.whrsm.ac.cn/CN/Y2018/V37/I2/430

[1]	许冲，徐锡伟，吴熙彦，等. 2008年汶川地震滑坡详细编目及其空间分布规律分析[J]. 工程地质学报，2013，21(1)：25-44.(XU Chong，XU Xiwei，WU Xiyan，et al. Detailed catalog of landslide triggered by the 2008 Wenchuan earthquake and statistical analysis of their spatial distribution[J]. Journal of Engineering Geology，2013，21(1)：25-44.(in Chinese))
[2]	许强，裴向军，黄润秋. 汶川地震大型滑坡研究[M]. 北京：科学出版社，2009：53-91.(XU Qiang，PEI Xiangjun，HUANG Runqiu. Study on large scale landslide in Wenchuan earthquake[M]. Beijing：Science Press，2009：53-91.(in Chinese))
[3]	黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报，2007，26(3)：433-454.(HUANG Runqiu. Large-scale landslide and their sliding mechanism in China since 20th century[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(3)：433-454.(in Chinese))
[4]	许强，李为乐. 汶川地震诱发大型滑坡分布规律研究[J]. 工程地质学报，2010，18(6)：818-826.(XU Qiang，LI Weile. Distribution of large-scale landslide induced by the Wenchuan earthquake[J]. Journal of Engineering Geology，2010，18(6)：818-826.(in Chinese))
[5]	裴向军，黄润秋，崔圣华，等. 大光包滑坡岩体碎裂特征及其工程地质意义[J]. 岩石力学与工程学报，2015，34(增1)：3 106-3 115. (PEI Xiangjun，HUANG Runqiu，CUI Shenghua，et al. The rock mass cataclastic characteristic of Daguangbao landslide and its engineering geological significance[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(Supp.1)：3 106-3 115.(in Chinese))
[6]	黄润秋，裴向军，崔圣华. 大光包滑坡滑带岩体碎裂及其形成机制研究[J]. 岩石力学与工程学报，2016，35(1)：1-15.(HUANG Runqiu，PEI Xiangjun，CUI Shenghua. Cataclastic characteristic and formation mechanism of rock mass sliding zone of Daguangbao landslide[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(1)：1-15.(in Chinese))
[7]	黄润秋，裴向军，李天斌. 汶川地震触发大光包巨型滑坡基本特征及形成机制分析[J]. 工程地质学报，2008，16(6)：730-741. (HUANG Runqiu，PEI Xiangjun，LI Tianbin. Basic characteristic and formation mechanism of the largest scale landslide at Daguangbao occurred during the Wenchuan earthquake[J]. Journal of Engineering Geology，2008，16(6)：730-741.(in Chinese))
[8]	罗璟，裴向军，黄润秋，等. 强震作用下滑坡岩体震裂损伤程度影响因素研究[J]. 岩土工程学报，2015，37(6)：1 105-1 114.(LUO Jing，PEI Xiangjun，HUANG Runqiu，et al. Influencing factors for damage degree of shattered landslide rock mass under high seismic action[J]. Chinese Journal of Geotechnical Engineering，2015，37(6)：1 105-1 114.(in Chinese))
[9]	李天涛，裴向军，黄润秋. 强震触发大光包巨型滑坡运动特征研究[J]. 水文地质工程地质，2014，22(2)：116-121.(LI Tiantao，PEI Xiangjun，HUANG Runqiu. A study of motion features of the Daguangbao large-scale landslide induced by the Wenchuan earthquake[J]. Hydrogeology and Engineering Geology，2014，22(2)：116-121.(in Chinese))
[10]	黄润秋，裴向军，张伟锋，等. 再论大光包滑坡特征与形成机制[J]. 工程地质学报，2009，17(6)：725-736.(HUANG Runqiu，PEI Xiangjun，ZHANG Weifeng，et al. Further examination on characteristics and formation mechanism of Daguangbao landslide[J]. Journal of Engineering Geology，2009，17(6)：725-736.(in Chinese))
[11]	YANG C M，CHENG H Y，TSAO C C. The kinematics and initiation mechanisms of the earthquake-triggered Daguangbao landslide[J]. Geophysical Research Abstracts，2015，17：EGU2015-13014-1.
[12]	ZHANG Y B，ZHANG J，CHEN G Q，et al. Effects of vertical seismic force on initiation of the Daguangbao landslide induced by the 2008 Wenchuan earthquake[J]. Soil Dynamics and Earthquake Engineering，2015，73：91-102.
[13]	崔圣华. 强震巨型滑坡滑带碎裂岩体微细观分析及静动力破损机制研究[硕士学位论文][D]. 成都：成都理工大学，2014.(CUI Shenghua. Microstructure and static dynamics damage mechanism of the sliping cataclastic rock of the largest scale landslide—a case of Daguangbao landslide in Anxian[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2014.(in Chinese))
[14]	ZHANG Y B，CHEN G Q，ZHENG L，et al. Effects of near-fault seismic loadings on run-out of large-scale landslide：A case study[J]. Engineering Geology，2013，166：216-236.
[15]	张健. 强震下大光包滑坡的启动机制和运动学特征研究[硕士学位论文][D]. 成都：成都理工大学，2013.(ZHANG Jian. Research on the launching mechanism and characteristic of kinematics under severe earthquake of Daguangbao landslide[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2013.(in Chinese))
[16]	许向宁，李胜伟，王小群，等. 安县大光包滑坡形成机制与运动学特征讨论[J]. 工程地质学报，2013，21(2)：269-281.(XU Xiangning，LI Shengwei，WANG Xiaoqun，et al. Characteristics of formation mechanism and kinematics of Daguangbao landslide caused by Wenchuan earthquake，Sichuan，China[J]. Journal of Engineering Geology，2013，21(2)：269-281.(in Chinese))
[17]	张德成，李成均，高少波，等. 结构面控制型斜坡震裂力学机制研究[J]. 工程勘察，2015，43(2)：34-38.(ZHANG Decheng，LI Chengjun，GAO Shaobo，et al. Study on earthquake cracking mechanism of the slope under control of rock mass structure[J]. Geotechnical Investigation and Surveying，2015，43(2)：34-38.(in Chinese))
[18]	HUANG R Q，FAN X. The landslide story[J]. Nature Geoscience，2013，5(6)：325-326.
[19]	HUANG R，PEI X，FAN X，et al. The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake，May 12，2008，China[J]. Landslides，2012，1(9)：131-142.
[20]	黄润秋，张伟锋，裴向军. 大光包滑坡工程地质研究[J]. 工程地质学报，2014，22(4)：557-585.(HUANG Runqiu，ZHANG Weifeng，PEI Xiangjun. Engineering geological study on Daguangbao landslide[J]. Journal of Engineering Geology，2014，22(4)：557-585.(in Chinese))
[21]	CHIGIRA M，WU X Y，INOKUCHI T，et al. Landslides induced by the 2008 Wenchuan earthquake，Sichuan，China[J]. Geomorphology，2010，118(3/4)：225-238.
[22]	殷跃平，王猛，李滨，等. 汶川地震大光包滑坡动力响应特征研究[J]. 岩石力学与工程学报，2012，31(10)：1 969-1 982.(YIN Yueping，WANG Meng，LI Bin，et al. Dynamic response characteristics of Daguangbao landslide triggered by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：1 969-1 982.(in Chinese))
[23]	张培震. 青藏高原东缘川西地区的现今构造变形、应变分配与深部动力过程[J]. 中国科学，2008，38(9)：1 041-1 056.(ZHANG Peizhen. The tectonic deformation，strain distribution and deep dynamic process eastern in the margin of the Tibetan Plateau[J]. Science China，2008，38(9)：1 041-1 056.(in Chinese))
[24]	张伟，李海兵，黄尧，等. 四川汶川地震断裂带科学钻探2号孔(WFSD-2)岩性特征和断裂带的结构[J]. 地质通报，2012，31(8)：1 201-1 218.(ZHANG Wei，LI Haibin，HUANG Yao，et al. Lithologic characteristics and fault zone structure revealed by No.2 hole cores of the Wenchuan earthquake fault zone scientific drilling(WFSD-2)[J]. Geological Bulletin of China，2012，31(8)：1 201-1 218.(in Chinese))
[25]	MA L，QIAO X，LIU N. Geological atlas of China[M]. Beijing：Geological Publishing House，2002：20-340.
[26]	屈春燕，宋小刚，张桂芳，等. 汶川M_S 8.0地震InSAR同震形变场特征分析[J]. 地震地质，2008，30(4)：1 076-1 084.(QU Chunyan，SONG Xiaogang，ZHANG Guifang，et al. Analysis on the characteristics of InSAR coseismic deformation of the Ms8.0 Wenchuan earthquake[J]. Seismology and Geology，2008，30(4)： 1 076-1 084.(in Chinese))
[27]	刘静，张智慧，文力，等. 汶川8级大地震同震破裂的特殊性及构造意义——多条平行断裂同时活动的反序型逆冲地震事件[J]. 地质学报，2008，82(12)：1 707-1 722.(LIU Jing，ZHANG Zhihui，WEN Li，et al. The Ms8.0 Wenchuan earthquake co-seismic rupture and tis tectonic implications-an out-of-sequence thrusting event with slip partitioned on multiple faults[J]. Acta Geologica Sinica，2008，82(12)：1 707-1 722.(in Chinese))
[28]	苏克忠. 华县大地震及其震害考证[J]. 水利水电技术，1990，8(12)：24-29.(SU Kezhong. Huaxian earthquake and the research of earthquake disaster[J]. Water Resources and Hydropower Engineering，1990，8(12)：24-29.(in Chinese))
[29]	郭增建，谢原定，李孟銮，等. 1920年12月16日的海原大地震[J]. 地球物理学报，1976，19(1)：42-49.(GUO Zengjian，XIE Yuanding，LI Mengluan，et al. Great Haiyuan earthquake on December 16，1920[J]. Acta Geophysica Sinica，1976，19(1)：42-49.(in Chinese))
[30]	袁素娟，李亚君，申志永，等. 1976年唐山大地震史料研究及利用[J]. 兰台世界，2013，(3)：52-53.(YUAN Sujuan，LI Yajun，SHEN Zhiyong，et al. The use and research of historical data for Tangshan earthquake 1976[J]. Lantai World，2013，(3)：52-53.(in Chinese))
[31]	陈运泰，吴忠良. 跨世纪的中国地震学[J]. 学会，1999，14(6)：110-117.(CHEN Yuntai，WU Zhongliang. The cross century China seismology[J]. Xuehui，1999，14(6)：110-117.(in Chinese))
[32]	HUANG R Q，LI W L. Analysis of the geo-hazards triggered by the 12 May 2008 Wenchuan Earthquake，China[J]. Bulletin of Engineering Geology and the Environment，2009，68(3)：363-371.
[33]	DAI F C，XU C，YAO X，et al. Spatial distribution of landslides triggered by the 2008 Ms 8.0 Wenchuan earthquake，China[J]. Journal of Asian Earth Sciences，2011，40(4)：883-895.
[34]	ZHU S，SHI Y，LU M，et al. Dynamic mechanisms of earthquake-triggered landslides[J]. Science China，2013，56(10)：1 769-1 779.
[35]	XU Q，ZHANG S，LI W L. Spatial distribution of large-scale landslides induced by the 5.12 Wenchuan Earthquake[J]. Journal of Mountain Science，2011，8(2)：246-260.
[36]	裴向军，郝永峰，张军新，等. 老鹰岩滑坡成因机制与运动特征研究[J]. 地质灾害与环境保护，2010，(4)：28-32.(PEI Xiangjun，HAO Yongfeng，ZHANG Junxin，et al. Movement characteristics and mechanism of Laoyingyan landslide triggered by Wenchuan earthquake[J]. Journal of Geological Hazards and Environment Preservation，2010，(4)：28-32.(in Chinese))
[37]	OUIMET W B. Landslides associated with the May 12，2008 Wenchuan earthquake：Implications for the erosion and tectonic evolution of the Longmen Shan[J]. Tectonophysics，2010，491(1)：244-252.
[38]	XU C，XU X W，YAO X，et al. Three(nearly) complete inventories of landslides triggered by the May 12，2008 Wenchuan Mw 7.9 earthquake of China and their spatial distribution statistical analysis[J]. Landslides，2014，11(3)：441-461.
[39]	王敏. 基于GPS同震位移场约束反演2008年5•12汶川大地震破裂空间分布[J]. 地球物理学报，2009，52(10)：2 519-2 526. (WANG Min. Coseismic slip distribution of the 2008 Wenchuan great earthquake constrained using GPS coseismic displacement field[J]. Chinese Journal of Geophysics，2009，52(10)：2 519-2 526.(in Chinese))
[40]	FU B H，SHI P L，GUO H D，et al. Surface deformation related to the 2008 Wenchuan earthquake，and mountain building of the Longmen Shan，eastern Tibetan Plateau[J]. Journal of Asian Earth Sciences，2011，40(4)：805-824.
[41]	GOVI M，GULLÀ G，NICOLETTI P G. Val Pola rock avalanche of July 28，1987，in Valtellina(Central Italian Alps)[J]. Reviews in Engineering Geology，2002：71-90.
[42]	FRATTINI P，FUSI N C，CROSTA G. Fragmentation in the Val Pola rock avalanche，Italian Alps[J]. Journal of Geophysical Research，2007，112(F1)：290-303.
[43]	MITCHELL T M，SMITH S A F，ANDERS M H，et al. Catastrophic emplacement of giant landslides aided by thermal decomposition：Heart Mountain，Wyoming[J]. Earth and Planetary Science Letters，2015，411：199-207.
[44]	HUGHES C J. The heart mountain detachment fault：a volcanic phenomenon? a reply[J]. Journal of Geology，1970，(5)：629-630.
[45]	余斌，马煜，吴雨夫. 汶川地震后四川省绵竹市清平乡文家沟泥石流灾害调查研究[J]. 工程地质学报，2010，18(6)：827-836.(YU Bin，MA Yu，WU Yufu. Investigation of severe debris flow hazards in Wenjiagou gully of Sichuan province after the Wenchuan earthquake[J]. Journal of Engineering Geology，2010，18(6)：827-836.(in Chinese))
[46]	胡卸文，黄润秋，施裕兵，等. 唐家山滑坡堵江机制及堰塞坝溃坝模式分析[J]. 岩石力学与工程学报，2009，28(1)：181-189.(HU Xiewen，HUANG Runqiu，SHI Yubing，at al. Analysis of blocking river mechanism of Tangjiashan landslide and dam-breaking mode of its barrier dam[J]. Chinese Journal of Rock Mechanism an Engineering，2009，28(1)：181-189.(in Chinese))
[47]	殷跃平. 汶川八级地震滑坡高速远程特征分析[J]. 工程地质学报，2009，17(2)：153-166.(YIN Yueping. Rapid and long run-out feature of landslide ides triggered by the Wenchuan earthquake[J]. Journal of Engineering Geology，2009，17(2)：153-166.(in Chinese))
[48]	尹显科，黄洁，刘智，等. 四川省矿山地质环境综合调查与评价[J]. 四川地质学报，2004，24(4)：212-218.(YI Xianke，HUANG Jie，LIU Zhi，et al. The comprehensive survey and evaluation of mine geological environment in Sichuan Province[J]. Acta Geologica Sichuan，2004，24(4)：212-218.(in Chinese))
[49]	周维垣. 高等岩石力学[M]. 北京：水利电力出版社，1990：216-243.(ZHOU Weiyuan. Advanced rock mechanics[M]. Beijing：Water Resources and Electric Power Press，1990：216-243.(in Chinese))
[50]	CHANG K J，TABOADA A，CHAN Y C. Geological and morphological study of the Jiufengershan landslide triggered by the Chi-Chi Taiwan earthquake[J]. Geomorphology，2005，71(3)：293-309.
[51]	WANG W N，CHIGIRA M，FURUYA T. Geological and geomorphological precursors of the Chiu-fen-erh-shan landslide triggered by the Chi-chi earthquake in central Taiwan[J]. Engineering Geology，2003，69(2)：1-13.
[52]	CHIGIRA M，YAGI H. Geological and geomorphological characteristics of landslides triggered by the 2004 Mid Niigta prefecture earthquake in Japan[J]. Engineering Geology an International Journal，2006，82(4)：202-221.
[53]	袁丽侠. 场地土对地震波的放大效应[J]. 世界地震工程，2003，19(1)：113-120.(YUAN Lixia. The amplifying effect of ground soil to earthquake wave[J]. World Earthquake Engineering，2003，19(1)：113-120.(in Chinese))
[54]	SPUDICH P，HELLWEG M，LEE W H K. Directional topographic site response at tarzana observed in aftershocks of the 1994 Northridge，California，Earthquake：implications for mainshock motions[J]. Bulletin of the Seismological Society of America，1996，86(1)：S193-S208.
[55]	黄润秋，余嘉顺. 软弱夹层特性对地震波强度影响的模拟研究[J]. 工程地质学报，2003，11(3)：312-317.(HUANG Runqiu，YU Jiashun. Modelling of the effects of properties of a buried weak layer on the seismic waves[J]. Journal of Engineering Geology，2003，11(3)：312-317.(in Chinese))
[56]	陆渝生，张宏梅，连志颖. 应力波界面效应试验[J]. 解放军理工大学学报：自然科学版，2005，6(1)：47-49.(LU Yusheng，ZHANG Hongmei，LIAN Zhiying. Experiments on interface effect of stress wave[J]. Journal of PLA University of Science and Technology，2005，6(1)：47-49.(in Chinese))
[57]	俞缙，钱七虎，赵晓豹. 岩体结构面对应力波传播规律影响的研究进展[J]. 兵工学报，2009，30(增2)：308-316.(YU Jin，QIAN Qihu，ZHAO Xiaobao. Research progress on effects of structure planes of rock mass on Stress wave propagation law[J]. Acta Armamentarll，2009，30(Supp.2)：308-316.(in Chinese))
[58]	陈宗基，康文法. 在岩石破坏和地震之前与时间有关的扩容[J]. 岩石力学与工程学报，1983，2(1)：11-21.(TAN Tjongkie，KANG Wenfa. Time dependent dilatancy prior to rock failure and earthquakes[J]. Chinese Journal of Rock Mechanism an Engineering，1983，2(1)：11-21.(in Chinese))
[59]	BARNES，DAVID F. Gravity changes during the Alaska earthquake[J]. Journal of Geophysical Research Atmospheres，1966，71(2)：451-456.
[60]	HUNT T M. Gravity changes associated with the 1968 Inangahua earthquake[J]. New Zealand Journal of Geology and Geophysics，1970，13(4)：1 050-1 051.
[61]	陈运泰，顾浩鼎，卢造勋. 1975年海城地震与1976年唐山地震前后的重力变化[J]. 地震学报，1980，2(1)：21-31.(CHEN Yuntai，GU Haoding，LU Zaoxun. Variations of gravity before and after the Haicheng earthquake，1975 and the Tangshan earthquake，1976[J]. Acta Seismologica Sinica，1980，2(1)：21-31.(in Chinese))
[62]	车用太，刘五洲，鱼金子，等. 板内强震的中地壳硬夹层孕震与流体促震假设[J]. 地震学报，2000，22(1)：93-101.(CHE Yongtai，LIU Wuzhou，YU Jinzi，et al. The hypothesis of seismogenic and fluid induced earthquake in the hard interlayer of middle crust[J]. Acta Seismologica Ainica，2000，22(1)：93-101.(in Chinese))
[63]	MJ B，Z X. Materials science：mind the helical crack[J]. Nature，2010，464(7285)：42-43.
[64]	裴向军，黄润秋，袁进科. 汶川地震震裂的斜坡岩体结构特征[J]. 中国地质灾害与防治学报，2013，5(2)：31-37.(PEI Xiangjun，HUANG Runqiu，YUAN Jinke. Feature of shattered rockmass structure of slopes by Wenchuan earthquake[J]. The Chinese Journal of Geological Hazards and Control，2013，5(2)：31-37.(in Chinese))
[65]	张倬元，王士天，王兰生，等. 工程地质分析原理[M]. 北京：地质出版社，2009：278-296.(ZHANG Zhuoyuan，WANG Shitian，WANG Lansheng，et al. Principles of engineering geological analysis[M]. Beijing：Geological Publishing House，2009：278-296.(in Chinese))
[66]	MASSON D G，WYNN R B，TALLING P J. Large landslides on passive continental margins：processes，hypotheses and outstanding questions[M]. New York：Springer Netherlands，2010：153-165.
[67]	WANG F W，ZHANG Y M，HUO Z T，et al. The July 14，2003 Qianjiangping landslide，three gorges reservoir，China[J]. Landslides，2004，1(2)：157-162.
[68]	范宣梅，许强，张倬元，等. 平推式滑坡成因机制研究[J]. 岩石力学与工程学报，2008，27(增2)：3 753-3 759.(FAN Xuanmei，XU Qiang，ZHANG Zhuoyuan，et al. Study on genetic mechanism of translational landslide[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.2)：3 753-3 759.(in Chinese))
[69]	钱木金. 直接水击的计算公式[J]. 水电能源科学，1996，14(2)：140-144.(QIAN Mujin. A novel formula of the direct waterhammer[J]. International Journal Hydroelectric Energy，1996，14(2)：140-144.(in Chinese))
[70]	陈贵清，王维军，周红星，等. 压力管道水击危害及其防治[J]. 河北理工学院学报，2006，28(1)：128-131.(CHEN Guiqing，WANG Weijun，ZHOU Hongxing，et al. The harms of water hammer in pressure pipelines and their prevention[J]. Journal of Hebei Institute of Technology，2006，28(1)：128-131.(in Chinese))
[71]	王树人. 水击理论与水击计算[M]. 北京：清华大学出版社，1981：1-253.(WANG Shuren. The theory of water hammer and the water hammer calculation[M]. Beijing：Tsinghua University Press，1981：1-253.(in Chinese))
[72]	GHIDAOUI M S，ZHAO M，MCINNIS D A，et al. A review of water hammer theory and practice[J]. Applied Mechanics Reviews，2005，58(1)：49-76.
[73]	叶坤. 大光包巨型滑坡堆积特征及“刹车效应”研究[硕士学位论文][D]. 成都：成都理工大学，2012.(YE Kun. Study on the accumulation characteristics and the “braking effect” of Daguangbao massive landslide[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2012.(in Chinese))
[74]	张伟锋，黄润秋，裴向军. 大光包滑坡运动特征及其过程分析[J]. 工程地质学报，2015，23(5)：866-885.(ZHANG Weifeng，HUANG Runqiu，PEI Xiangjun. Analysis on kinematics and movement process of Daguangbao landslide[J]. Journal of Engineering Geology，2015，23(5)：866-885.(in Chinese))