2008年汶川地震导致的斜坡物质响应率及其空间分布规律分析

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摘要提出地震斜坡物质响应率(Response Rate of Seismic Slope Mass Movements，RRSSMM)的概念，然后基于汶川地震滑坡详细编录图，结合汶川地震导致的斜坡物质运动形式(滑坡)的“面积–体积”经验公式，对汶川地震导致的斜坡物质响应率及其空间分布规律开展研究，基于1 km2的正方形网格构建整个震区的地震斜坡物质响应率分布栅格图与等值线图，统计斜坡物质响应率大小与分布面积的关系，揭示地震斜坡物质响应率与分布面积之间的幂律关系。大光包滑坡(汶川地震触发的规模最大的滑坡)处的RRSSMM最大，达到47.923 5 m。RRSSMM超过1 m的区域主要分布在映秀—北川地表破裂南西段(映秀镇与北川县之间)对应的上盘区域，这一区域恰对应着逆冲分量为主的断裂上盘，这表明逆冲断裂对上盘区域发生滑坡的极强烈的控制作用。基于GIS技术与统计学理论，开展不同地震滑坡影响因子控制下的斜坡物质响应率空间分布规律分析，这些因子包括地形因子、地质因子与地震因子，分别为高程、坡度、坡向、斜坡曲率、斜坡坡位、与水系距离、岩性、与震中距离、与北川—映秀断裂距离、沿着北川—映秀断裂距离、地震动峰值加速度(PGA)与地震烈度。分析结果表明，RRSSMM随着坡度、地震烈度、PGA的增加而增加；随着与震中距离、与北川—映秀断裂距离、与水系距离的增加而减少；最大的RRSSMM值高程范围为1 600～1 800 m；最大RRSSMM值对应坡向为E方向；曲率越接近0，RRSSMM越小；坡位为中坡、下坡与谷底的RRSSMM值最高；砂岩、粉砂岩(Z)，砂岩、粉砂岩、硅质岩、板岩(∈)这两类岩组是RRSSMM的高值岩性组合；沿着北川—映秀断裂的RRSSMM统计结果表明，逆冲运动习性的断裂比走滑习性的断裂对斜坡物质响应率具有更强烈的控制作用。该研究成果可为汶川地震区的河流与地貌演化、滑坡与泥石流研究等提供基础数据，也可指导其它地震触发的区域群体性滑坡事件的同类研究。

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关键词 ：工程地质, 汶川地震滑坡, 编录图, 地震斜坡物质响应率, 空间分布规律, 统计分析

Abstract：As the main phenomenon of slope mass movement response on earthquake，research of earthquake triggered landslides has important practical applications and theoretical scientific significances，especially related to the 2008 Ms 8.0 Wenchuan Earthquake. Landslides caused by the earthquake are widespread concerned due to they caused strong landscape changed，enormous loss of life and property damages. In present research，the concept of response rate of seismic slope mass movement(RRSSMM) was proposed. In the first stage，a landslide inventory map was prepared using the landslides triggered by the Wenchuan Earthquake，and was delineated from interpretation of aerial photographs，and field surveys. In the second stage，distribution raster and isoline map of RRSSMM are constructed based on“area-volume”correlation of landslides per 1 km2 grid cells. Next，Area distribution map of RRSSMM was constructed，and it showed that relationship of frequency-RRSSMM or area-RRSSMM in coincidence with power law in range of RRSSMM less than or equal to 10 m. It is showed that the maximum RRSSMM value appears at the position of Daguangbao landslide (the largest landslide triggered by the Wenchuan Earthquake)，up to 47.923 5 m. Areas of RRSSMM value exceeding 1 m almost appear in the northwest facing areas，on the hanging wall，of a section of Yingxiu-Beichuan fault (from Yingxiu Town to Beichuan County). Those areas of high RRSSMM values correspond to hanging wall of thrust fault. It is indicated that strong controlling of earthquake on landslide occurrences on hanging wall of thrust fault. Spatial distribution analysis of RRSSMM controlled by different landslide conditioning factors were carried out base on GIS technology and statistical theory. These landslide conditioning factors include topographic factors，geologic factors and seismic factors，such as，elevation，slope angle，slope aspect，slope curvature，slope position，distance from drainages，lithology，distance from the epicenter，distance from the Yingxiu-Beichuan fault，distance along the Yingxiu-Beichuan fault，peak ground acceleration(PGA)，and seismic intensity. The statistical results show that RRSSMM has positive correlation with slope angle，PGA，and seismic intensity，and negative correlation with distance from drainages，distance from the epicenter，and distance from the Yingxiu-Beichuan surface fault-rupture. It also represents the maximum value of RRSSMM appears between 1 600–1 800 m ranges in elevation. The highest RRSSMM value has preferred orientation，dominated by the eastern facing. There were small RRSSMM close to zero for plan curvature. For slope position，middle slope，lower slope and valley occupy the highest RRSSMM values. The two lithology groups of sandstone，siltstone (Z) and sandstone，siltstone，chert，slate (∈) had the highest RRSSMM values. The statistical results of RRSSMM along the Yingxiu-Beichuan fault show that the RRSSMM strongly affected by fault in thrusting movement feature. The final RRSSMM distribution data is of great significance on rivers and geomorphic evolution，and debris flow researches，and it can be timely shared to researchers in related fields，such as，tectonic geomorphology，engineering geology，environmental geology，and geological hazards etc. Research methods in this research can be applied to other regional seismic landslide events.

Key words： engineering geology Wenchuan Earthquake triggered landslides inventory response rate of seismic slope mass movement(RRSSMM) spatial distribution statistical analysis

引用本文:

许冲，徐锡伟. 2008年汶川地震导致的斜坡物质响应率及其空间分布规律分析[J]. 岩石力学与工程学报, 2013, 32(s2): 3888-3908.
XU Chong，XU Xiwei. RESPONSE RATE OF SEISMIC SLOPE MASS MOVEMENTS RELATED TO 2008 WENCHUAN EARTHQUAKE AND ITS SPATIAL DISTRIBUTION ANALYSIS. , 2013, 32(s2): 3888-3908.

链接本文:

https://rockmech.whrsm.ac.cn/CN/Y2013/V32/Is2/3888

[1]	许冲，戴福初，陈剑，等. 汶川Ms 8.0地震重灾区次生地质灾害遥感精细解译[J]. 遥感学报，2009，13(4)：745-762.(XU Chong，DAI Fuchu，CHEN Jian，et al. Identification and analysis of secondary geological hazards triggered by a magnitude 8.0 Wenchuan earthquake[J].Journal of Remote Sensing，2009，13(4)：745-762.(in Chinese))
[2]	许冲，戴福初，姚鑫. 汶川地震诱发滑坡灾害的数量与面积[J]. 科技导报，2009，27(11)：79-81.(XU Chong，DAI Fuchu，YAO Xin. Incidence number and affected area of Wenchuan earthquake-induced landslides[J]. Science and Technology Review，2009，27(11)：79-81.(in Chinese))
[3]	殷跃平. 汶川八级地震地质灾害研究[J]. 工程地质学报，2008，16(4)：433-444.(YIN Yueping. Researches on the geohazards triggered by Wenchuan earthquake，Sichuan[J]. Journal of Engineering Geology，2008，16(4)：433-444.(in Chinese))
[4]	黄润秋，李为乐. “5.12”汶川大地震触发地质灾害的发育分布规律研究[J]. 岩石力学与工程学报，2008，27(12)：2 585-2 592. (HUANG Runqiu，LI Weile. Research on development and distribution rules of geohazards induced by Wenchuan earthquake on 12th May，2008[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(12)：2 585-2 592.(in Chinese))
[5]	黄润秋，李为乐. 汶川地震触发崩塌滑坡数量及其密度特征分析[J]. 地质灾害与环境保护，2009，20(3)：1-7.(HUANG Runqiu，LI Weile. Analysis of the number and density of landslides triggered by the 2008 Wenchuan earthquake，China[J]. Journal of Geological Hazards and Environment Preservation，2009，20(3)：1-7.(in Chinese))
[6]	陈晓清，李智广，崔鹏，等. 5.12汶川地震重灾区水土流失初步估算[J]. 山地学报，2009，27(1)：122-127.(CHEN Xiaoqing，LI Zhiguang，CUI Peng，et al. Estimation of soil erosion caused by the 5·12 Wenchuan earthquake[J]. Journal of Mountain Science，2009，27(1)：122-127.(in Chinese))
[7]	李智广，曾红娟. 汶川地震受灾严重区域崩塌与滑坡体空间分布研究[J]. 中国水土保持科学，2009，(4)：14-19.(LI Zhiguang，ZENG Hongjuan. Spatial distribution of rockfall and landslide mass in disaster areas of Wenchuan earthquake[J]. Science of Soil and Water Conservation，2009，(4)：14-19.(in Chinese))
[8]	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.
[9]	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.
[10]	PARKER R N，DENSMORE A L，ROSSER N J，et al. Mass wasting triggered by 2008 Wenchuan earthquake is greater than orogenic growth[J]. Nature Geoscience，2011，4(7)：449-452.
[11]	GORUM T，FAN X M，VAN WESTEN C J，et al. Distribution pattern of earthquake-induced landslides triggered by the 12 May 2008 Wenchuan earthquake[J]. Geomorphology，2011，133(3/4)：152-167.
[12]	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.
[13]	殷跃平. 汶川八级地震滑坡特征分析[J]. 工程地质学报，2009，17(1)：29-38.(YIN Yueping. Features of landslides triggered by the Wenchuan earthquake[J]. Journal of Engineering Geology，2009，17(1)：29-38.(in Chinese))
[14]	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 features of landslides triggered by the Wenchuan Earthquake[J]. Journal of engineering Geology，2009，17(2)：153-166.(in Chinese))
[15]	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 characteristics 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))
[16]	黄润秋. 汶川8.0级地震触发崩滑灾害机制及其地质力学模式[J]. 岩石力学与工程学报，2009，28(6)：1 239-1 249.(HUANG Runqiu. Mechanism and geomechanical modes of landslide hazards triggered by Wenchuan 8.0 earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(6)：1 239-1 249.(in Chinese))
[17]	张永双，石菊松，孙萍，等.汶川地震内外动力耦合及灾害实例[J]. 地质力学学报，2009，15(2)：131-141.(ZHANG Yongshuang，SHI Jusong，SUN Ping，et al. Coupling between endogenic and exogenic geological processes in the Wenchuan earthquake and example analysis of geohazards[J]. Journal of Geomechanics，2009，15(2)：131-141.(in Chinese))
[18]	许强. 汶川大地震诱发地质灾害主要类型与特征研究[J]. 地质灾害与环境保护，2009，20(2)：86-93.(XU Qiang. Main types and characteristics of the geo-hazards triggered by the Wenchuan earthquake[J]. Journal of Geological Hazards and Environment Preservation，2009，20(2)：86-93.(in Chinese))
[19]	吴树仁，石菊松，姚鑫，等. 四川汶川地震地质灾害活动强度分析评价[J]. 地质通报，2008，27(11)：1 900-1 906.(WU Shuren，SHI Jusong，YAO Xin，et al. Analysis and evaluation of geohazard intensity of the Wenchuan earthquake，Sichuan，China[J]. Geological Bulletin of China，2008，27(11)：1 900-1 906.(in Chinese))
[20]	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，et al. Analysis of blocking river mechanism of Tangjiashan landslide and dam-breaking mode of its barrier dam[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(1)：181-189.(in Chinese))
[21]	DAI F C，TU X B，XU C，et al. Rock avalanches triggered by oblique-thrusting during the 12 May 2008 Ms 8.0 Wenchuan earthquake，China[J]. Geomorphology，2011，132(3/4)：300-318.
[22]	祁生文，许强，刘春玲，等. 汶川地震极重灾区地质背景及次生斜坡灾害空间发育规律[J]. 工程地质学报，2009，17(1)：39-49.(QI Shengwen，XU Qiang，LIU Chunling，et al. Slope instabilities in the severest disaster areas of 5·12 Wenchuan earthquake[J]. Journal of Engineering Geology，2009，17(1)：39-49.(in Chinese))
[23]	QI S W，XU Q，LAN H X，et al. Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan earthquake，China[J]. Engineering Geology，2010，116(1/2)：95-108.
[24]	许冲，戴福初，姚鑫，等.基于GIS的汶川地震滑坡灾害影响因子确定性系数分析[J]. 岩石力学与工程学报，2010，29(增1)：2 972-2 981.(XU Chong，DAI Fuchu，YAO Xin，et al. GIS based certainty factor analysis of landslide triggering factors in Wenchuan earthquake of 12 May 2008，Sichuan，China[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp.1)：2 972-2 981.(in Chinese))
[25]	许冲，戴福初，姚鑫，等.汶川地震滑坡在两个典型区域内的分布研究[J]. 中国科学院研究生院学报，2010，27(5)：621-631. (XU Chong，DAI Fuchu，YAO Xin，et al. Study on the distribution of landslides triggered by the May 12，2008 Wenchuan earthquake in two square typical regions[J]. Journal of the Graduate School of the Chinese Academy of Sciences，2010，27(5)：621-631.(in Chinese))
[26]	许冲，戴福初，肖建章. “5.12”汶川地震诱发滑坡特征参数统计分析[J]. 自然灾害学报，2011，20(4)：147-153.(XU Chong，DAI Fuchu，XIAO Jianzhang. Statistical analysis of the characteristic parameters of landslides triggered by the May 12，2008 Wenchuan earthquake[J]. Journal of Natural Disasters，2011，20(4)：147-153.(in Chinese))
[27]	王秀英，聂高众. 汶川Ms 8.0级地震诱发崩滑特点及其与地震动参数对应关系初析[J]. 岩土工程学报，2009，31(9)：1 378-1 383. (WANG Xiuying，NIE Gaozhong. Characteristics of landslides induced by Wenchuan Ms 8.0 earthquake and preliminary analysis of their relations with ground motion parameters[J]. Chinese Journal of Geotechnical Engineering，2009，31(9)：1 378-1 383.(in Chinese))
[28]	王秀英，聂高众. 地震应急中诱发滑坡灾害致灾距离快速评估方法研究[J]. 中国地震，2009，25(3)：333-342.(WANG Xiuying，NIE Gaozhong. Quick evaluation of distance harmed by earthquake-induced landslides during earthquake emergency rescues[J]. Earthquake Research in China，2009，25(3)：333-342.(in Chinese))
[29]	王秀英，聂高众，王登伟. 利用强震记录分析汶川地震诱发滑坡[J].岩石力学与工程学报，2009，28(11)：2 369-2 376.(WANG Xiuying，NIE Gaozhong，WANG Dengwei. Analysis of landslide induced by Wenchuan earthquake by strong motion records[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(11)：2 369-2 376.(in Chinese))
[30]	陈晓利，周本刚，冉洪流，等. 汶川地震中擂鼓镇地区的滑坡崩塌规律及预测[J]. 吉林大学学报：地球科学版，2010，40(6)：1 371-1 379.(CHEN Xiaoli，ZHOU Bengang，RAN Hongliu，et al. Analysis and prediction of the spatial distribution of landslides triggered by Wenchuan earthquakes in Leiguzhen region[J]. Journal of Jilin University：Earth Science，2010，40(6)：1 371-1 379.(in Chinese))
[31]	陈晓利，邓俭良，冉洪流. 汶川地震滑坡崩塌的空间分布特征[J]. 地震地质，2011，33(1)：191-202.(CHEN Xiaoli，DENG Jianliang，RAN Hongliu. Analysis of landslides triggered by Wenchuan earthquake[J]. Seismology and Geology，2011，33(1)：191-202.(in Chinese))
[32]	XU C，XU X W. Comment on“Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan Earthquake，China”by QI Shengwen，XU Qiang，LAN Hengxing，ZHANG Bing，LIU Jianyou[J]. Engineering Geology，2012，133/134：40-42.
[33]	XU C，XU X W. Controlling parameter analyses and hazard mapping for earthquake-triggered landslides：an example from a square region in Beichuan County，Sichuan Province，China[J]. Arabian Journal of Geosciences，2013. doi：10.1007/s12517-012-0646-y
[34]	许冲，戴福初，姚鑫，等.GIS支持下基于层次分析法的汶川地震区滑坡易发性评价[J]. 岩石力学与工程学报，2009，28(增2)：3 978-3 985.(XU Chong，DAI Fuchu，YAO Xin，et al. GIS-based landslide susceptibility assessment using analytical hierarchy process (AHP) for May 12，2008 Wenchuan earthquake region[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(Supp.2)：3 978-3 985.(in Chinese))
[35]	许冲，戴福初，姚鑫，等.基于GIS与确定性系数分析方法的汶川地震滑坡易发性评价[J]. 工程地质学报，2010，18(1)：15-26. (XU Chong，DAI Fuchu，YAO Xin，et al. Study on Wenchuan earthquake-induced landslide susceptibility evaluation based on GIS platform and certainty factor analysis method[J]. Journal of EngineeringGeology，2010，18(1)：15-26.(in Chinese))
[36]	许冲，戴福初，徐素宁，等. 基于逻辑回归模型的汶川地震滑坡危险性评价与检验[J]. 水文地质工程地质，2013，40(3)：98-104. (XU Chong，DAI Fuchu，XU Suning，et al. Application of logistic regression model on the Wenchuan earthquake triggered landslide hazard mapping and its validation[J]. Hydrogeology and Engineering Geology，2013，40(3)：98-104. (in Chinese))
[37]	许冲，戴福初，徐锡伟. 基于GIS平台与证据权的地震滑坡易发性评价[J]. 地球科学——中国地质大学学报，2011，36(6)：1 155-1 164. (XU Chong，DAI Fuchu，XU Xiwei. Earthquake triggered landslide susceptibility evaluation based on GIS platform and weight-of-eidence modeling[J]. Earth Science—Journal of China University of Geosciences，2011，36(6)：1 155-1 164.(in Chinese))
[38]	张春山，孙炜锋，谭成轩，等.四川汶川Ms 8.0级地震重灾区地质灾害危险性评价和预测[J]. 地质通报，2009，28(8)：1 138-1 145. (ZHANG Chunshan，SUN Weifeng，TAN Chengxuan，et al. Assessment of geo-hazard in severely damaged region by Wenchuan Ms 8.0 earthquake，Sichuan Province，China[J]. Geological Bulletin of China，2009，28(8)：1 138-1 145.(in Chinese))
[39]	XU C，DAI F C，XU X W，et al. GIS-based support vector machine modeling of earthquake-triggered landslide susceptibility in the Jianjiang River watershed，China[J]. Geomorphology，2012，145/146：70-80.
[40]	XU C，XU X W，DAI F C，et al. Comparison of different models for susceptibility mapping of earthquake triggered landslides related with the 2008 Wenchuan earthquake in China[J]. Computers and Geosciences，2012，46：317-329.
[41]	XU C，XU X W，DAI F C，et al. Landslide hazard mapping using GIS and weight of evidence model in Qingshui river watershed of 2008 Wenchuan earthquake struck region[J]. Journal of Earth Science，2012，23(1)：97-120.
[42]	XU C，XU X W，DAI F C，et al. Application of an incomplete landslide inventory, logistic regression model and its validation for landslide susceptibility mapping related to the May 12，2008 Wenchuan earthquake of China[J]. Natural Hazards，2013，68(2)：883-900.
[43]	徐梦珍，王兆印，施文婧，等. 汶川地震引发的次生山地灾害链——以火石沟为例[J]. 清华大学学报：自然科学版，2010，50(9)：1 338-1 341.(XU Mengzhen，WANG Zhaoyin，SHI Wenjing，et al. Mountain disaster chain induced by the Wenchuan earthquake in the Huoshiguo Gorge[J]. Journal of Tsinghua University：Science and Technology，2010，50(9)：1 338-1 341.(in Chinese))
[44]	胡卸文，吕小平，黄润秋，等. 唐家山堰塞湖大水沟泥石流发育特征及堵江危害性评价[J]. 岩石力学与工程学报，2009，28(4)：850-858.(HU Xiewen，LUXiaoping，HUANG Runqiu，et al. Developmentalfeatures and evaluation of blocking dangers of Dashui ditch debris flow in Tangjiashan dammed lake[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(4)：850-858.(in Chinese))
[45]	唐川，铁永波. 汶川震区北川县城魏家沟暴雨泥石流灾害调查分析[J]. 山地学报，2009，27(5)：625-630.(TANG Chuan，TIE Yongbo. Reconnaissance and analysis on the rainstorm induced debris flow in Weijiagou valley of Beichuan city after the Wenchuan earthquake[J]. Journal of Mountain Science，2009，27(5)：625-630.(in Chinese))
[46]	唐川. 汶川地震区暴雨滑坡泥石流活动趋势预测[J]. 山地学报，2010，28(3)：341-349.(TANG Chuan. Activity tendency prediction of rainfall induced landslides and debris flows in the Wenchuan earthquake areas[J]. Journal of Mountain Science，2010，28(3)：341-349.(in Chinese))
[47]	TANG C，VAN ASCH T W J，CHANG M，et al. Catastrophic debris flows on 13 August 2010 in the Qingping area，southwestern China：The combined effects of a strong earthquake and subsequent rainstorms[J]. Geomorphology，2012，139/140：559-576.
[48]	许冲，戴福初，姚鑫. 汶川地震滑坡灾害研究综述[J]. 地质论评，2010，56(6)：860-874.(XU Chong，DAI Fuchu，YAO Xin. Wenchuan earthquake-induced landslides：an overview[J]. Geological Review，2010，56(6)：860-874.(in Chinese))
[49]	李宏杰，戴福初，许冲. 地震滑坡研究现状综述[C]// 2011年地球科学与工程国际学术会议. [S. l.]：[s. n.]，2011：158-165.(LI Hongjie，DAI Fuchu，XU Chong. A review of the research on earthquake-induced landslides[C]//2011 AASRI Conference on Applied Information Technology. [S. l.]：[s. n.]，2011：158-165. (in Chinese))
[50]	许冲，徐锡伟. 汶川地震滑坡剥蚀量与地壳抬升量的关系[C]// 中国地球物理学会第二十八届学术年会.北京：[s. n.]，2012：255-256.(XU Chong，XU Xiwei. Relationship of erosion of landslides triggered by the 2008 Wenchuan earthquake with volume of co-seismic crustal uplift[C]// The 28th Annual Meeting of the Chinese Geophysical Society. Beijing：[s. n.]，2012：255-256.(in Chinese))
[51]	许冲，徐锡伟. 汶川地震滑坡剥蚀量远大于同震地壳抬升量吗？[C]// 第九届全国工程地质大会摘要.青岛：[s. n.]，2012：288.(XU Chong，XU Xiwei. Did the erosion volume of landslides triggered by the 2008 Wenchuan earthquake much larger than the volume of co-seismic crustal uplift?[C]// The 9th National Engineering Geological Congress. Qingdao：[s. n.]，2012：288.(in Chinese))
[52]	HARP E L，KEEFER D K，SATO H P，et al. Landslide inventories：The essential part of seismic landslide hazard analyses[J]. Engineering Geology，2011，122(1-2)：9-21.
[53]	KEEFER D K. The importance of earthquake-induced landslides to long-term slope erosion and slope-failure hazards in seismically active regions[J]. Geomorphology，1994，10(1/4)：265-284.
[54]	KEEFER D K. Earthquake-induced landslides and their effects on alluvial fans[J]. Journal of Sedimentary Research，1999，69(1)：84-104.
[55]	ADAMS J. Contemporary uplift and erosion of the Southern Alps，New Zealand：Summary[J]. Geological Society of America Bulletin，1980，91(1)：2-4.
[56]	PEARCE A J，O¢LOUGHLIN C L. Landsliding during a M7.7 earthquake：influence of geology and topography[J]. Geology，1985，13(12)：855-858.
[57]	范宏喜. 加强地质灾害易发区致灾机制模式研究——西部复杂山体重大地质灾害学术论坛综述[J]. 中国地质灾害与防治学报，2010，(3)：140-142.(FAN Hongxi. Strengthening research of disaster mechanism model in geological disaster susceptibility areas：a forum summary of major geological disasters in complex mountains of China[J]. The Chinese Journal of Geological Hazard and Control，2010，(3)：140-142.(in Chinese))
[58]	黄润秋. 强震地质灾害后效应的初步分析[EB/OL]. 2010，PPT，Network resource.(HUANG Runqiu. Preliminary analysis of the after-effects of strong earthquake triggered geological hazards[EB/OL]. 2010，PPT，Network resource.(in Chinese))
[59]	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 Runqiu. After effect of geohazards induced by the Wenchuan Earthquake[J]. Journal of Engineering Geology，2011，19(2)：145-151.(in Chinese))
[60]	YIN J H，CHEN J，XU X W，et al. The characteristics of the landslides triggered by the Wenchuan Ms 8.0 Earthquake from Anxian to Beichuan[J]. Journal of Asian Earth Sciences，2010，37(5/6)：452-459.
[61]	LI Z，CHEN Q，ZHOU J M，et al. Analysis of synthetic aperture radar image characteristics for seismic disasters in the Wenchuan Earthquake[J]. Journal of Applied Remote Sensing，2009，3(1)：031685.
[62]	HAN Y S，LIU H J，CUI P，et al. Hazard assessment on secondary mountain-hazards triggered by the Wenchuan Earthquake[J]. Journal of Applied Remote Sensing，2009，3(1)：031645.
[63]	DI B F，ZENG H J，ZHANG M H，et al. Quantifying the spatial distribution of soil mass wasting processes after the 2008 Earthquake in Wenchuan，China：a case study of the Longmenshan area[J]. Remote Sensing of Environment，2010，114(4)：761-771.
[64]	CHEN J P，LI J F，QIN X W，et al. RS and GIS-based statistical analysis of secondary geological disasters after the 2008 Wenchuan Earthquake[J]. Acta Geologica Sinica，2009，83(4)：776-785.
[65]	REN Z K，LIN A M. Co-seismic landslides induced by the 2008 Wenchuan magnitude 8.0 Earthquake，as revealed by ALOS PRISM and AVNIR2 imagery data[J]. International Journal of Remote Sensing，2010，31(13)：3 479-3 493.
[66]	ZHANG W J，LIN J Y，PENG J，et al. Estimating Wenchuan Earthquake induced landslides based on remote sensing[J]. International Journal of Remote Sensing，2010，31(13)：3 495-3 508.
[67]	KEEFER D K. Landslides caused by earthquakes[J]. Geological Society ofAmerica Bulletin，1984，95(4)：406-421.
[68]	RODRIGUEZ C E，BOMMER J J，CHANDLER R J. Earthquake- induced landslides：1980-1997[J]. Soil Dynamics and Earthquake Engineering，1999，18(5)：325-346.
[69]	HARP E L，JIBSON R W. Inventory of landslides triggered by the 1994 Northridge，California Earthquake[R]. USGS，1995，http：//geo-nsdi.er.usgs.gov/metadata/open-file/95-213/.
[70]	HARP E L，JIBSON R W. Landslides triggered by the 1994 Northridge，California，earthquake[J]. Bulletin of the Seimological Society of America，1996，86(1B)：S319-S332.
[71]	JIBSON R W，HARP E L. Landslides triggered by the Northridge Earthquake[J]. earthquake and Volcanoes，1994，25(1)：31-41.
[72]	PARISE M，JIBSON R W. A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January，1994 Northridge，California Earthquake[J]. Engineering Geology，2000，58(3-4)：251-270.
[73]	MARZORATI S，LUZI L，AMICIS M D. Rock falls induced by earthquakes：a statistical approach[J]. Soil Dynamics and Earthquake Engineering，2002，22(7)：565-577.
[74]	FUKUOKA H，SASSA K，SCARASCIA-MUGNOZZA G. Distributionof landslides triggered by the 1995 Hyogo-ken Nanbu Earthquake and long runout mechanism of the Takarazuka Golf Course landslide[J]. Journal of Physics of the Earth，1997，45(2)：83-90.
[75]	LIAO H W，LEE C T. Landslides triggered by the Chi-Chi Earthquake[C]// ACRS，2000，http：//www.geospatialworld.net/index. php?option=com_content&view=article&id=16097：landslides-triggered- by-the-chi-chi-earthquake&catid=150：natural-hazard-management- landslide-soil-erosion.
[76]	LIAO C，LIAO H，LEE C. Statistical Analysis of Factors Affecting Landslides triggered by the 1999 Chi-Chi Earthquake，Taiwan[C]// American Geophysical Union，Fall Meeting. [S. l.]：[s. n.]，2002：0951.
[77]	WEISSEL J K，STARK C P. Landslides triggered by the 1999 Mw 7.6 Chi Chi Earthquake in Taiwan and their relationship to topography[C]// Geoscience and Remote Sensing Symposium.[S. l.]：[s. n.]，2001：759-761.
[78]	KHAZAI B，SITAR N. Evaluation of factors controlling earthquake- induced landslides caused by Chi-Chi earthquake and comparison with the Northridge and Loma Prieta events[J]. Engineering Geology，2004，71(1-2)：79-95.
[79]	WANG W N，NAKAMURA H，TSUCHIYA S，et al. Distributions of landslides triggered by the Chi-Chi earthquake in Central Taiwan on September 21，1999[J]. Landslides-Journal of the Japan Landslide Society，2002，38(4)：18-26.
[80]	WANG W N，WU H L，NAKAMURA H，et al. Mass movements caused by recent tectonic activity：The 1999 Chi-Chi Earthquake in central Taiwan[J]. The Island Arc，2003，12(4)：325-334.
[81]	LIN M L，TUNG C C. A GIS-based potential analysis of the landslides induced by the Chi-Chi Earthquake[J]. Engineering Geology，2004，71(1/2)：63-77.
[82]	LEE C T，HUANG C C，LEE J F，et al. Statistical approach to earthquake-induced landslide susceptibility[J]. Engineering Geology，2008，100(1/2)：43-58.
[83]	YAMAGISHI H，IWAHASHI J. Comparison between the two triggered landslides in Mid-Niigata，Japan by July 13 heavy rainfall and October 23 intensive earthquakes in 2004[J]. Landslides，2007，4(4)：389-397.
[84]	CHIGIRA M，YAGI H. Geological and geomorphological characteristics of landslides triggered by the 2004 Mid Niigta prefecture Earthquake in Japan[J]. Engineering Geology，2006，82(4)：202-221.
[85]	SATO H P，SEKIGUCHI T，KOJIROI R，et al. Overlaying landslides distribution on the earthquake source，geological and topographical data：the Mid Niigata prefecture earthquake in 2004，Japan[J]. Landslides，2005，2(2)：143-152.
[86]	WANG H B，SASSA K，XU W Y. Analysis of a spatial distribution of landslides triggered by the 2004 Chuetsu earthquakes of Niigata Prefecture，Japan[J]. Natural Hazards，2007，41(1)：43-60.
[87]	SATO H P，HASEGAWA H，FUJIWARA S，et al. Interpretation of landslide distribution triggered by the 2005 Northern Pakistan Earthquake using SPOT 5 imagery[J]. Landslides，2007，4(2)：113-122.
[88]	OWEN L A，KAMP U，KHATTAK G A，et al. Landslides triggered by the 8 October 2005 Kashmir Earthquake[J]. Geomorphology，2008，94(1/2)：1-9.
[89]	KAMP U，GROWLEY B J，KHATTAK G A，et al. GIS-based landslide susceptibility mapping for the 2005 Kashmir Earthquake region[J]. Geomorphology，2008，101(4)：631-642.
[90]	DAS J D，SARAF A K，PANDA S. Satellite data in a rapid analysis of Kashmir Earthquake(October 2005) triggered landslide pattern and river water turbidity in and around the epicentral region[J]. International Journal of Remote Sensing，2007，28(8)：1 835-1 842.
[91]	KEEFER D K. Statistical analysis of an earthquake-induced landslide distribution——the 1989 Loma Prieta，California event[J]. EngineeringGeology，2000，58(3/4)：231-249.
[92]	TIBALDI A，FERRARI L，PASQUARE G. Landslides triggered by earthquakes and their relations with faults and mountain slope geometry：an example from Ecuador[J]. Geomorphology，1995，11(3)：215-226.
[93]	WASOWSKI J，GAUDIO VD，PIERRI P，et al. Factors controlling seismic susceptibility of the Sele Valley Slopes：the case of the 1980 Irpinia Earthquake Re-Examined[J]. Surveys in Geophysics，2002，23(6)：563-593.
[94]	JIBSON R W，KEEFER D K. Statistical analysis of factors affecting landslide distribution in the new Madrid seismic zone，Tennessee and Kentucky[J]. Engineering Geology，1989，27(1/4)：509-542.
[95]	袁丽侠. 宁夏地震诱发黄土滑坡[M]. 银川：宁夏人民出版社，2005：1-103.(YUAN Lixia. The loess landslide caused by earthquake in Ningxia[M]. Yinchuan：Ningxia People¢s Publishing House，2005：1-103.(in Chinese))
[96]	陈晓利，冉洪流，祁生文. 1976年龙陵地震诱发滑坡的影响因子敏感性分析[J]. 北京大学学报：自然科学版，2009，45(1)：104-110. (CHEN Xiaoli，RAN Hongliu，QI Shengwen. Triggering factors susceptibility of earthquake-induced landslides in 1976 Longling Earthquake[J]. Acta Scientiarum Naturalium Universitatis Pekinensis，2009，45(1)：104-110.(in Chinese))
[97]	许冲，徐锡伟，戴福初，等.2010年4月14日玉树地震滑坡空间分布与控制变量分析[J]. 工程地质学报，2011，19(4)：505-510. (XU Chong，XU Xiwei，DAI Fuchu，et al. Analysis of spatial distribution and controlling parameters of landslides triggered by the April 14，2010 Yushu earthquake[J]. Journal of Engineering Geology，2011，19(4)：505-510.(in Chinese))
[98]	许冲，徐锡伟，于贵华. 玉树地震滑坡分布调查及其特征与形成机制[J]. 地震地质，2012，34(1)：47-62.(XU Chong，XU Xiwei，YU Guihua. Study on the characteristics，mechanism and spatial distribution of Yushu earthquake triggered landslides[J]. Seismology and Geology，2012，34(1)：47-62.(in Chinese))
[99]	许冲，徐锡伟，于贵华，等.玉树地震滑坡影响因子敏感性分析[J]. 科技导报，2012，30(1)：18-24.(XU Chong，XU Xiwei，YU Guihua，et al. Susceptibility analysis of impact factors of landslides triggered by Yushu earthquake[J]. Science and Technology Review，2012，30(1)：18-24.(in Chinese))
[100]	许冲，徐锡伟. 逻辑回归模型在玉树地震滑坡危险性评价中的应用与检验[J]. 工程地质学报，2012，20(3)：326-333.(XU Chong，XU Xiwei. Application of logistic regression model and its validation for Yushu Earthquake triggered landslide hazard mapping[J]. Journal of engineering Geology，2012，20(3)：326-333.(in Chinese))
[101]	许冲，徐锡伟，于贵华. 基于证据权方法的玉树地震滑坡危险性评价[J]. 地震地质，2013，35(1)：151-164. (XU Chong，XU Xiwei，YU Guihua. The Yushu earthquake triggered landslide hazard evaluation based on weight of evidence method[J]. Seismology and Geology，2013，35(1)：151-164.(in Chinese))
[102]	许冲，徐锡伟. 走滑断裂型地震诱发的滑坡在断裂两盘的空间分布差异[J]. 地质通报，2012，31(4)：532-540.(XU Chong，XU Xiwei. Spatial distribution difference of landslides triggered by slipping-fault type earthquake on two sides of the fault[J]. Geological Bulletin of China，2012，31(4)：532-540.(in Chinese))
[103]	许冲，徐锡伟. 基于GIS与ANN模型的地震滑坡易发性区划[J]. 地质科技情报，2012，31(3)：116-121.(XU Chong，XU Xiwei. GIS and ANN model for earthquake triggered landslides susceptibility zonation[J]. Geological Science and Technology Information，2012，31(3)：116-121.(in Chinese))
[104]	许冲，徐锡伟.基于不同核函数的2010年玉树地震滑坡空间预测模型研究[J]. 地球物理学报，2012，55(9)：2 994-3 005.(XU Chong，XU Xiwei. The 2010 Yushu Earthquake triggered landslides spatial prediction models based on several kernel function types[J]. Chinese Journal of Geophysics，2012，55(9)：2 994-3 005.(in Chinese))
[105]	许冲.青海玉树“2010-4-14”地震发震构造与地震滑坡危险性初步评价[J]. 工程地质计算机应用，2012，(1)：1-14.(XU Chong. Seismogenic structure of Yushu earthquake and preliminary earthquake- induced landslide hazard evaluation[J]. Engineering Geological Computer Applications，2012，(1)：1-14.(in Chinese))
[106]	XU C，XU X W，LEE Y H，et al. The 2010 Yushu Earthquake triggered landslide hazard mapping using GIS and weight of evidence modeling[J]. Environmental Earth Sciences，2012，66(6)：1 603-1 616.
[107]	XU C，XU X W. Spatial prediction models for seismic landslides based on support vector machine and varied kernel functions：a case study of the 14 April 2010 Yushu earthquake in China[J]. Chinese Journal of Geophysics，2012，55(6)：666-679.
[108]	XU C，XU X W，YU G H. Landslides triggered by slipping-fault-generated earthquake on a plateau：an example of the 14 April 2010，Ms 7.1，Yushu，China earthquake[J]. Landslides，2013. doi：10.1007/s10346-012-0340-x.
[109]	XU C，XU X W，YU G H. Landslides and slope fissures triggered by the April 14，2010 Yushu earthquake，China[J]. Earthquake Research in China，2013，27(1)：1-22.
[110]	殷跃平，张永双，马寅生，等.青海玉树Ms 7.1级地震地质灾害主要特征[J]. 工程地质学报，2010，18(3)：289-296.(YIN Yueping，ZHANG Yongshuang，MA Yinsheng，et al. Research on major characteristics of geohazards induced by the Yushu Ms 7.1 earthquake[J]. Journal of Engineering Geology，2010，18(3)：289-296.(in Chinese))
[111]	许冲，徐锡伟. 俯冲带地区压扭断裂型地震触发滑坡及其剥蚀厚度空间分布规律分析[J]. 工程地质学报，2012，20(5)：732-744.(XU Chong，XU Xiwei. Spatial distribution of seismic landslides and their erosion thickness relate with a transpressional fault caused earthquake of subduction zone[J]. Journal of Engineering Geology，2012，20(5)：732-744.(in Chinese))
[112]	XU C，XU X W，YU G H. Earthquake triggered landslide hazard mapping and validation related with the 2010 Port-au-Prince，Haiti earthquake[J]. Disaster Advances，2012，5(4)：1297-1304.
[113]	许冲. 2010年1月12日海地太子港地震触发滑坡危险性区划和合理性检验[J]. 科技导报，2013，31(12)：42-47.(XU Chong. 2010 Prot-au-Prince，Haiti earthquake triggered landslide hazard mapping and its validation[J]. Science and Technology Review，2013，31(12)：42-47.(in Chinese)
[114]	许冲，徐锡伟. 海地触发地震滑坡初步研究[C]// 中国地球物理学会第二十七届年会论文集. [S. L.]：[s. n.]，2011：125.(XU Chong，XU Xiwei. Inventory of landslides trigger by the 2010 Haiti earthquake[C]// Chinese Geophysics Society，the27th Annual Proceedings.[S. l.]：[s. n.]，2011：125.(in Chinese))
[115]	许冲，肖建章. 2013年芦山地震滑坡空间分布分析——以太平镇东北方向的一个典型矩形区为例[J]. 地震地质，2013，35(2)：436-451.(XU Chong，XIAO J Z. Spatial analysis of landslides triggered by the 2013 Ms 7.0 Lushan earthquake：a case study of a typical rectangle area in the northeast of Taiping Town[J]. Seismology and Geology，2013，35(2)：436-451.(in Chinese))
[116]	XU Z Q，JI S C，LI H B，et al. Uplift of the Longmen Shan range and the Wenchuan earthquake[J]. Episodes，2008，31(3)：291-301.
[117]	徐锡伟，闻学泽，叶建青，等. 汶川Ms 8.0地震地表破裂带及其发震构造[J]. 地震地质，2008，30(3)：597-629.(XU Xiwei，WEN Xueze，YE Jianqing，et al. The Ms 8.0 Wenchuan earthquake surface ruptures and its seismogenic structure[J]. Seismology and Geology，2008，30(3)：597-629.(in Chinese))
[118]	XU X W，WEN X Z，YU G H，et al. Coseismic reverse-and oblique-slip surface faulting generated by the 2008 Mw 7.9 Wenchuan earthquake，China[J]. Geology，2009，37(6)：515-518.
[119]	XU X W，YU G H，CHEN G H，et al. Parameters of coseismic reverse- and oblique-slip surface ruptures of the 2008 Wenchuan earthquake，Eastern Tibetan Plateau[J]. Acta Geologica Sinica，2009，83(4)：673-684.
[120]	许冲. 汶川地震滑坡详细编录及其与全球其它地震滑坡事件对比[J]. 科技导报，2012，30(25)：5-13.(XU Chong. Detailed inventory of the 2008 Wenchuan earthquake triggered landslides and its comparison with global other earthquake events[J]. Science and Technology Review，2012，30(25)：5-13.(in Chinese))
[121]	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 inventories of landslides triggered by the 2008 Wenchuan earthquake and their spatial distribution statistical analysis[J]. Journal of Engineering Geology，2013，21(1)：25-44.(in Chinese))
[122]	XU C，XU X W，YAO Q，et al. GIS-based bivariate statistical modelling for earthquake-triggered landslides susceptibility mapping related to the 2008 Wenchuan earthquake，China[J]. Quarterly Journal of Engineering Geology and Hydrogeology，2013，46(2)：221-236.
[123]	XU C，XU X W，ZHOU B G，et al. Revisions of the M8.0 Wenchuan earthquake seismic intensity map based on co-seismic landslide abundance[J]. Natural Hazards，2013，doi：10.1007/s11069-013-0757-0
[124]	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，2013. doi：10.1007/s10346-013-0404-6
[125]	许冲. 汶川地震滑坡详细编录及其科研与工程意义[C]// 第九届全国工程地质大会摘要——专题5：强震区工程地质与灾后重建. 青岛：[s. n.]，2012：203.(XU Chong. Detailed inventory of landslides triggered by the Wenchuan earthquake and its scientific and engineering significance[C]// The 9th National Engineering Geological Congress Abstracts—Theme 5：Engineering Geology of Strong earthquake District and Reconstruction. Qingdao：[s. n.]，2010：203.(in Chinese))
[126]	WEISS A D. Topographic position and landforms analysis [EB/OL]. 2006，http：//www.jennessent.com/downloads/tpi-poster-tnc_18x22.pdf.
[127]	许冲，徐锡伟. 基于形变的汶川地震滑坡失稳机制分析[C]// 第九届全国工程地质大会摘要——专题6：重大地质灾害风险评价与防控.青岛：[s. n.]，2012：230. (XU Chong，XU Xiwei. Failure mechanism analysis of landslides triggered by the 2008 Wenchuan earthquake based on deformation theory[C]// The 9th National Engineering Geological Congress Abstracts—Theme 6：Risk Assessment，Prevention，and Control of Serious Geological Disasters. Qingdao：[s. n.]，2012：230.(in Chinese))
[128]	许冲，徐锡伟. 活断层运动方式对地震滑坡的控制作用[C]// 第九届全国工程地质大会摘要——专题5：强震区工程地质与灾后重建. 青岛：[s. n.]，2012：201. (XU Chong，XU Xiwei. Effect of earthquake triggered landslides controlled by active fault movements[C]// The 9th National Engineering Geological Congress Abstracts—Theme 5：Engineering Geology of Strong Earthquake District and Reconstruction. Qingdao：[s. n.]，2012：201.(in Chinese))
[129]	KORUP O. Distribution of landslides in southwest New Zealand[J]. Landslides，2005，2(1)：43-51.
[130]	TEN BRINK U S，GEIST E L，ANDREWS B D. Size distribution of submarine landslides and its implication to tsunami hazard in Puerto Rico[J]. Geophysical Research Letters，2006，33(11)：L11307.
[131]	IMAIZUMI F，SIDLE R C. Linkage of sediment supply and transport processes in Miyagawa Dam catchment，Japan[J]. Journal Geophysical Research，2007，112(F3)：F03012.
[132]	IMAIZUMI F，SIDLE R C，KAMEI R. Effects of forest harvesting on the occurrence of landslides and debris flows in steep terrain of central Japan[J]. Earth Surface Processes and Landforms，2008，33(6)：827-840.
[133]	GUZZETTI F，ARDIZZONE F，CARDINALI M，et al. Distribution of landslides in the Upper Tiber River basin，central Italy[J]. Geomorphology，2008，96(1/2)：105-122.
[134]	GUZZETTI F，ARDIZZONE F，CARDINALI M，et al. Landslide volumes and landslide mobilization rates in Umbria，central Italy[J]. Earth and Planetary Science Letters，2009，279(3/4)：222-229.
[135]	CHAYTOR J D，TEN BRINK U S，SOLOW A R，et al. Size distribution of submarine landslides along the U.S. Atlantic margin[J]. Marine Geology，2009，264(1/2)：16-27.
[136]	许冲，徐锡伟. 玉树地震滑坡体积、重力势能降与造成的区域质心改变定量研究. 科技导报，2013，31(2)：22-29. (XU Chong，XU Xiwei.Quantitative study on volume，gravitational potential energy reduction and caused regional centroid position change：an example of the 2010 Yushu earthquake triggered landslides. Science andTechnology Review，2013，31(2)：22-29.(in Chinese))
[137]	XU C，XU X W，POURGHASEMI H R，et al. Volume, gravitational potential energy reduction，and regional centroid position change in the wake of landslides triggered by the 14 April 2010 Yushu earthquake of China[J]. Arabian Journal of Geosciences，2013，doi：10.1007/s12517-013-1020-4.
[138]	许冲，徐锡伟. 区域地震滑坡体积计算数学模型[C]// 第九届全国工程地质大会摘要. 青岛：[s. n.]，2012：287.(XU Chong，XU Xiwei. Regional seismic landslide volume calculation mathematical model[C]// The 9th National Engineering Geological Congress. Qingdao：[s. n.]，2012：287.(in Chinese))
[139]	许冲. 地震滑坡导致的斜坡物质响应方量的量化研究[C]// 孟宪来编. 中国地质学会2011年学术年会论文摘要汇编. 北京：[s. n.]，2011：560-561.(XU Chong. Quantitative studies of response volume of seismic slope mass movement[C]// MENG Xianlai ed. The 2011 Annual Conference of the Geological Society of China Abstracts. Beijing：[s. n.]，2011：560-561. (in Chinese))
[140]	GEERTSEMA M，HUNGR O，SCHWAB J W，et al. A large rockslide-debris avalanche in cohesive soil at Pink Mountain，northeastern British Columbia，Canada[J]. Engineering Geology，2006，83(1/3)：64-75.
[141]	HUNGR O，EVANS S G. Entrainment of debris in rock avalanches：an analysis of a long run-out mechanism[J]. Geological Society of America Bulletin，2004，116(9/10)：1 240-1 252.