西南山区城镇建设地质灾害风险管理控制方法研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
我国西南山区地质条件复杂,地质环境脆弱,具有地质灾害种类多、面积广、规模大、成灾快、频率高、时间长的特点。随着西部大开发的不断深入,土地资源的开发和建设被迅速推进,自然与人为的双重影响加剧了地质灾害的发生。频发的地质灾害不仅给山区城镇居民带来了严重的经济损失和人员伤亡,更成为山区城镇经济开发和可持续发展中一个非常突出的问题。
     针对西南山区城镇饱受地质灾害的严重威胁,城镇建设深受地质环境条件和地质灾害制约的特点,本文通过充分收集前人已有资料,结合遥感、补充工程地质测绘和工程地质勘查、现场详细地质调查,以GIS为分析平台,采用数值模拟、物理模拟等综合手段,针对西南山区城镇地质灾害危险性评价、易损性评价及风险管理控制方法等方面进行较深入系统地研究,获得如下创新性研究成果:
     1.通过对我国2000年至2010年因地质灾害而死亡的人数以及每年总人口数据进行分析,针对我国地质灾害可接受风险水平的确定分析展开研究,提出了我国地质灾害可接受风险标准的上限值(可容忍风险线的风险值)为1E-06/a,可接受风险标准的下限值(可接受风险线的风险值)为1E-07/a,确定了我国地质灾害可接受风险水平FN曲线。
     2.通过收集及阅读大量国内外有关地震诱发地质灾害的文献资料,结合实地野外调查,紧紧把握汶川地震这一极端事件,展开对地震诱发地质灾害发育规律、分布特征及成因机理分析的研究,选取了两大类共11个评价因子,包括:工程地质岩组、地形坡度、地质构造、坡型、相对高差、河流水系、剖面形态、平面形态、断层性质、断层距离和斜坡方向(背坡、面坡),创新性地建立了一套针对地震条件下地质灾害易发性评价指标体系。
     3.较系统地阐述了西南山区地质灾害危险性评价、易损性评价以及地质灾害管理控制目标、类别、基本原则、思路和实施内容;形成了一套包括:确立评价与管理控制目标→地质灾害危险源识别和调查→建立地质灾害风险信息数据库→地质灾害风险评价→地质灾害风险管理和控制措施研究为一体的西南山区地质灾害风险管理控制方法。
     4.针对西南山区城镇建设地质灾害风险的特点,提出和构建了不同评价尺度(中等比例尺(1:200000~1:50000)、大比例尺(1:50000~1:5000)以及详细比例尺(>1:5000))的地质灾害风险评价指标体系和技术方法。
     5.在充分考虑了不同的地质灾害触发因素(暴雨条件下以及地震条件)、灾害历史因素以及基本环境因素的基础上,提出了一套较为完善的针对不同地质灾害类型(崩塌、滑坡、不稳定斜坡和泥石流)的地质灾害危险性(易发性)评价指标体系。
     6.建立了一套针对单体地质灾害危险性评价的模型和方法。即首先利用蒙特卡洛法对地质灾害发生概率进行分析计算,研究其发生的可能性,采用经验公式法以及数值模拟法对地质灾害发生后所影响的范围进行预测分析的评价方法流程。
     7.在广泛收集相关资料的基础上,针对西南山区高速远程滑坡运移距离展开分析研究,在对西南山区高速远程滑坡-碎屑流体积以及运移距离数据进行统计分析的基础上,得出了西南山区高速远程滑坡-碎屑流运移距离预测的线性方程:V=0.2003L+450.82。
     8.完善了西南山区城镇建设地质灾害风险管理控制方法及基本框架,从西南山区城镇的实际情况出发,结合目前所采用的地质灾害风险管理控制方法措施,提出在地质灾害风险管理控制工作中应遵循地质灾害日常防御→地质灾害灾前准备→地质灾害灾中应急响应→地质灾害灾后重建四个循序渐进的流程,阐述了每个阶段中所应采取的措施及工作内容。
     9.建立了针对地质灾害发生概率的降雨预警基准的概率统计分析方法,即通过收集研究区降雨诱发地质灾害发生(地质灾害发生前3天降水量、当日降水量)及未发生的降雨资料,根据这些降雨数据在xy坐标图上的分布规律,在确定地质灾害发生的下包络线以及上包络线的基础上,将上下包络线之间的中间区域,以平行线的方式划分各个概率的警戒基准线。
     10.结合丹巴县和汶川县两个工作区,进行了地质灾害风险管理控制示范应用,结果表明,论文提出的理论思想以及技术方法有较强的实用性,可为西南山区地质灾害危险性评价及风险管理控制提供参考。
The geological condition in southwest mountains is very complex,on the otherhand, The urban population and economy increase rapidly,the scale of urban expandunceasingly, the geohazard happens frequently.The threaten from geohazard bringsthe serious economic loss and the personnel casualty to the dwellers in mountainsarea,and becomes a big problem for the economic development and sustainabledevelopment.
     The geological condition in southwest mountains is very complex,on the otherhand, The urban population and economy increase rapidly,the scale of urban expandunceasingly, the geohazard happens frequently.The threaten from geohazard bringsthe serious economic loss and the personnel casualty to the dwellers in mountainsarea,and becomes a big problem for the economic development and sustainabledevelopment. In virtue of southwest mountains suffer serious threatens from thegeohazard and the geological environment condition and the geological disasterrestrict the urban development deeply, this article carries on the study on the methodand process of geohazard risk control, by means of research of geohazardrecognition, geohazard hazard evaluation,risk evaluation,risk management and riskcontrol,at the last,the author set up a systematic method of of geohazard risk controland geohazard hazard evaluation. In this paper, reasonable discussions have beendug into this research area, and major creative outcome has been obtained asfollows:
     1. Through analysis the relation between the number of deaths because ofgeohazard and the total population each year from2001to2008,through the study onthe acceptable risk level of china had been carried on, and it is the first time to determine the upper and lower limit of acceptabal risk for geohazard inChina.Finally,the FN curve for the acceptable risk level in China had been plotted.
     2. By collecting and reading a lot of literatures of earthquake induced geohazardwith fieldwork,a thoroughly study had been carried on the mechanism,distributionand rule of seismic geohazard induced by WenChuan earthquake,a total of11factorsin two categories had been selected,and the factors consisted of engineeringgeological rock groups, terrain slope, geologic structure, slope type,relative altitude,river system, profile type, plane type,fault type,the distance from fault,and slopedirection.the geohazard susceptibility index system under earthquake condition hadbeen creative built up.
     3. The basic framework of geohazards assessment and risk management hadbeen improved,in addition,the objectives, types, basic principles, ideas andimplementation of content in geohazard assessment, vulnerability assessment andmanagement had been described in this paper, at the last,the author set up asystematic method of geohazard risk manage and geohazard evaluation, theprocessing include: definite goal of evaluation and control→geohazard recognition→Establishment of geohazard risk information database→geohazard hazard evaluation→geohazard risk evaluation→geohazard risk assessment→research of geohazardrisk management.
     4. The arrangement, precision and applicability of risk control had been putforward,on the basis of feature of geohazard risk in southwest mountains, thearrangement includes four scale: regional scale(<1:200000), intermediatescale(1:200000~1:50000), local scale(1:50000~1:5000) and site specificscale(>1:5000).
     5. This evaluating indicator system fully considered history factors,basicenvironmental factosr and the different geohazard triggering factor,such as rainfalland earthquake,a more comprehensive hazard evaluation index system had been builtup for different types of geohazards..
     6. The models and methods for hazard assessment had been established for thesingle geohazard, the Monte Carlo method had been used for analying theprobability of occurrence of geohard and calculating the likelihood of singlegeohazard.The empirical formula and the numerical simulate method had been usedfor forecasting the affected area after geohazard occurred.
     7. On the basis of collection of relevant information, the static method had beenused to analyze the relation between volume and run out distance of rapid landslide, On the basis of static method,the relation between volume and run out distance ofrapid landslide had been analyzed, the author built up the linear equation as follow:V=0.2026L+407.91.
     8. The basic framework of geohazards assessment and risk management hadbeen improved, by considering the actual conditions in Southwest mountain,andconsolidated currently used methods and measures of geohazard risk managementand control A realistic solution for the geohazard risk management has beenprovided as following procedure: geohazard prevention→Pre-geohazardpreparedness→emergency response→reconstruction,in additional, the content ofeach stage had been detailed described.
     9. The probability statistical analysis method for the early warning rainfall thatinduced the geohazard had been built up,the first step is to collect rainfall data thatinduced and did not induce the geohazard,the data consisted of the three daysprecipitation before geohazard and The same day precipitation,then according to thedistribution of these data on xy axis, by using the parallel lines to draw the warningbaseline,on the basis of specifying the next envelope curve and up envelope curve.
     10. By use of these methods above,DanBa county and WenChuan county hadbeen selected as demonstration town to carry on the research of geohazard riskmanagement, The results of case study show that the research methodology from thepaper will be useful to push forward the development of geohazard assessment andrisk management.
引文
[1]殷跃平.重庆武隆“5.1”滑坡简介[J].中国地质灾害与防治学报,2001,12(2)102-106.
    [2]黄润秋,许强.中国典型灾难性滑坡[M].科学出版社,2008,19-20.
    [3]王奉安.“谈虎色变”泥石流[J].环境保护与循环经济,2010(9):.30-32.
    [4]四川泥石流灾情已造成16人死66人失踪.http://www.70284.com/2010/0821/147.html.
    [5] Arnould M.Geological Hazards2insurance and legal and technical aspects[J].Bulletin of theInternational Association of Engineering Geology,1976,14:263~274.
    [6]黄润秋,李日国,三峡工程水库岸坡稳定性预测的逻辑信息模型[J].水文地质工程地质,1992,19(1):15-20
    [7]张梁,地质灾害风险评价理论与方法[j].中国地质矿产经济,1996,9(4):40-45
    [8]张业成,张梁.论地质灾害风险评价[J].地质灾害与环境保护,1999,7(3):1~6.
    [9]张业成,张梁,高庆华.地质灾害减灾指导思想与对策建议[J].国土资源科技管理,2000,17(3):34~36.
    [10]唐川.德国波恩地区滑坡特征与危险性评价[J].水土保持学报,2000,14(1):46-52.
    [11]沈芳.山区地质环境评价与地质灾害危险性区划的GIS系统[D]..成都理工大学,2000.
    [12]彭满华,张海顺等.滑坡地质灾害风险分析方法[J].岩土工程技术,2001,4:235-240.
    [13]刘希林,唐川.泥石流危险性评价科学出版社[M].2004:20-35.
    [14]丁俊、倪师军等.西南地区城市地质环境风险性分区评价方法[D].四川科学技术出版社,2006.:110-138.
    [15]谢久兵,朱照宇等.区域地质灾害风险评估模型的初建——以广州市崩塌灾害为例[J].热带地理,2006,26(2):114-118.
    [16]白世彪,王建,闾国年.基于GIS和双变量分析模型的三峡库区滑坡灾害易发性制图[J].山地学报,2007,25(1):85-92.
    [17]殷坤龙,陈丽霞,张桂荣区域滑坡灾害预测预警与风险评价[J].地学前缘,2007,14(6).85-97.
    [18]戴福初,姚鑫,谭国焕,滑坡灾害空间预测支持向量机模型及其应用[J].地学前缘,2007,14(6)
    [19]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.
    [20]乔建平.低山区滑坡预警系统研究:以乐山市沐川县为示范[M].四川大学出版社2009.
    [21]乔建平.低山区滑坡危险度区划与预测研究:以三峡库区开县为示范》[M].四川大学出版社2009.
    [22]乔建平.长江三峡库区重点滑坡段危险性评价及预测预报研究.[M].四川大学出版社2009.
    [23] A.W.Malone,黄润秋;边坡安全与滑坡风险管理——香港的经验[J];地质科技管理;1999,05.6-18.
    [24]向喜琼.区域滑坡地质灾害危险性评价与风险管理[D].成都理工大学,2005.
    [25]周斌.西部山区城镇泥石流灾害管理研究[D].云南师范大学,2003.
    [26]王涛,吴树仁,石菊松.国际滑坡风险评估与管理指南研究综述[J].地质通报,2009,28(8):1006-1019.
    [27]吴树仁,石菊松,张春山,王涛.地质灾害风险评估技术指南初论[J].地质通报,2009,28(8):995-1006.
    [28]王树丰,张茂省.基于滑坡风险管理的宝塔山景区景点价值核算[J].中国地质灾害与防治学报,2009,20(2):28-30.
    [29]乔建平.滑坡风险区划理论与实践.[M].四川大学出版社2010.
    [30] Verstappen,H.Th..Applied Geomorphology:Geomorphological Surveys for EnvironmentalDevelopment.[M].Elsevier,1983
    [31] C. J. van Westen.Application of geographic information systems to landslide hazard zonation[D].ITC,1993:3-10.
    [32] Carrara A.,Cardinali M.,Guzzetti F.,Reichenbach P.,GIS technology in mapping landslidehazard[J].Geographical Information Systems in Assessing Natural Hazards,1995.135-176.
    [33] Seeley M.W.&West D.O. Approach to geologic hazard zoning for regional planning InyoNational Forest, California and Nevada.[J]. American Association of Eng. Geologists,1990.27(1),11-28.
    [34] MejIa-Navarro,M.,Wohl,E.E.,Oaks,S.D.Geological hazard,vulnerability,and risk assessmentusing GIS:model for Glenwood Springs,Colorado.Geomorphology.,199410:331–354.
    [35] Fausto Guzzetti.Landslide hazard evaluation:a review of current techniques and their applicationin a multi-scale study,Central Italy[J]. Geomorphology,1999,18:181–216
    [36] Chung,C.F.,Fabbri,A.G.,1999.Probabilistic prediction models forlandslide hazard mapping.[J].Photogrammetric Engineering and Remote Sensing65(12),1389–1399.
    [37] Terlien MTJ Modelling spatial and temporal variations in rainfall-triggered landslides[D]. ITC,1996
    [38] AUSTRALIAN GEOMECHANICS SOCIETY.GUIDELINES FOR LANDSLIDESUSCEPTIBILITY,HAZARD AND RISK ZONING.[M],2005
    [39] Leonardo Cascini.Applicability of landslide susceptibility and hazard zoning at differentscales[J]Engineering Geology2008,102:164–177
    [40]台北市:内政部.灾害防救法[公告],2002
    [41]李宝岩.可接受风险标准研究[D].江苏大学,2010:7
    [42] Fell,R. Landslide risk assessment and acceptable risk.Canadian Geotechnical Journal,1994.31:261–272.
    [43] Fell,R.,Finlay,P.J.,and Mostyn,G.R. Framework for assessing the probability of sliding of cutslopes.In Landslides,Proceedings of the7th International Symposium on Landslides.Edited byK.Senneset.AA.Balkema,Rotterdam,1996.pp.201–208.
    [44] IUGS Working Group on Landslides,Committee on Risk Assessment.Quantitative riskassessment for slopes and landslides.Landslide Risk Assessment.Balkema,Rotterdam,1997,3–12.
    [45] Ho,K.,Leroi,E.,Roberts,B.Keynote lecture:quantitative risk assessment—application,myths andfuture direction.Proceedings of the International Conference on Geotechnical and GeologicalEngineering,GEOENG2000,Melbourne,Australia,.,2000.1.236–312.
    [46] Defra.flood and reservoir safety integration [R]final report.2002
    [47]赵忠刚,姚安林,李又绿,李大全.油气管道可接受风险标准值的界定研究[J].西南石油大学学报,2008,30(2):147-151
    [48]汪敏,刘东燕.滑坡灾害风险分析研究[J].工程勘察2001(02):1-5
    [49]谢全敏.滑坡灾害风险评价及其治理决策方法研究[J].岩石力学与工程学报.2004,23(24)4260-4263
    [50]肖义,郭生练,熊立华,雒征.大坝安全评价的可接受风险研究与评述[J].安全与环境学报.20055(3):90-94
    [51]刘莉,谢礼立,葛红.城市防震减灾能力评价中的可接受风险研究[J].世界地震工程.2009,25(1):82-87
    [52]尚志海,刘希林.国外可接受风险标准研究综述[J].世界地理研究2010,19(3):72-80
    [53] Heim, A.,1932, Hergsturz and Mensc6enleben:[J].Zurich, Fretz and Wasmuth,218-243
    [54] Shreve, R. L.,1966, Sherman landslide, Alaska:[J].Science, v.154,p1639-1643
    [55] Scheidegger, A.,1973, On the prediction of the reach and velocity of catastrophic landslides:[J].Rack Mechanics, v.5236-5240
    [56] Sassa,K.,1988.Geotechnical model for the motion of landslides(Special lecture),[J].Proceedingsof5th International Symposium on Landslides vol.1.A.A.Balkema,Rotterdam:75-82
    [57] PIER GIORGIO NICOLETTI,Geomorphic controls of the shape and mobility of rock avalanches
    [58]张倬元,刘汉超.黄河龙羊峡水电站大型滑坡群和查那滑坡.[M].中国典型灾难性滑坡,科学出版社,2008
    [59]程谦恭,彭建兵.高速岩质滑坡动力学[M].成都:西南交通大学出版社,1999.
    [60]郭崇元.超大型滑坡及其速度计算[A].滑坡文集,第三集[C].北京:中国铁道出版社,1982,187~193.
    [61]王思敬,王效宁.大型高速滑坡的能量分析及其灾害预测[A].1987年全国滑坡学术讨论会滑坡论文选集[C].成都:四川科学技术出版社,1989,117-124.
    [62]胡厚田等,高速远程滑坡流体动力学理论的研究.[M].西南交通大学出版社,2007.
    [63] Caine,Nel. The rainfall intensity-duration control of shallow landslide and debrisflows.Geografiska Annaler1980.62A(1-2):23-27.
    [64] Cannon,S.H.,and Ellen,S.D.,Rainfall conditions for abundant debris avalanches in the SanFrancisco Bay region,California:California Geology,1985,38(12),267-272.
    [65] Cancelli A,Crosta G.Hazard and risk assessment in rockfall prone areas[C]//ProceedingsConference on Risk and Reliability in Ground Engineering.1993:177-190.
    [66] Brand,E.W.,Keynote paper:Slope instability in tropical areas:in Bell(ed.),Proceedings of theSixth International Symposium on Landslides,10-14February1992,Christchurch,NewZealand,A.A.Balkema,Rotterdam,1995,3,2031-2051.
    [67] Crosta,G.,Regionalization of rainfall thresholds:an aid to landslide hazardevaluation,Environmental Geology,International Journal of Geosciences, SpecialIssue:Hydrological triggers of diffused landsliding,Springer-Verlag,1998,35(2-3),131-145.
    [68] Guzzetti F.Rockfall hazard and risk assessment along a transportation corridor in the NeraValley,central Italy[J].Environmental Management,2004,34(2):191-208.
    [69]谭万沛.四川省泥石流预报的区域临界雨量指标研究[J].灾害学,1992,7(2):37-42
    [70]张永双,吴树仁,赵越,何锋,石菊松,罗菊英.湖北省巴东县桐木园山坡型泥石流的形成机理及预警指标——以2003—03—31强降雨过程为例[J].地质通报,2003,10:
    [71] Dai FC, Lee CF, Li J, Xu ZW. Assessment of landslide susceptibility on the natural terrain ofLantau Island, Hong Kong. Environmental Geology,40(3):381-391.
    [72]李明华.降雨滑坡的区域性预测预报研究[M].成都:中国科学院成都地理研究所,1985,10:13-25.
    [73]潘春光,陈英武,汪浩.软件项目风险管理理论与方法研究综述[J].控制与决策.2007,22(5)481-487
    [74]王炜,权循刚,魏华.从气象灾害防御到气象灾害风险管理的管理方法转变[J].气象与环境学报,2011,27(1):7-13
    [75]苗金明,黄习兵,冯志斌.安全生产范畴及其属性的理论分析与探讨[J].中国职业安全健康协会,2011:17-23
    [76]陈香,陈静.福建台风灾害风险分布的初步估计[J].自然灾害学报,2007,(03):18-23
    [77] Maskrey A. Disaster Mitigation: A Community Based Approach[M]. Oxford:Oxfam,1989:1-100.
    [78] Smith K.Environmental Hazards:Assessing Risk and Reducing Disaste[rM].London:Routledge,1996:1-389.
    [79]刘长礼.城市地质环境风险经济学评价[D].中国地质科学院.2007:132-139
    [80]刘莉,谢礼立,葛红.城市防震减灾能力评价中的可接受风险研究[J].世界地震工程.2009,25(1):82-87
    [81] Robin Fell,Jordi Corominas,Christophe Bonnard,Leonardo Cascini,Eric Leroi,WilliamZ.Savage.Guidelines for landslide susceptibility,hazard and risk zoning for land-useplanning,Engineering Geology102(2008)99-111.
    [82]娄丹丹,徐刚.GIS在地质灾害风险评价中的应用研究进展[J].四川地质学报.2008(,4)
    [83]张春山,吴满路,张业成.地质灾害风险评价方法及展望[J].自然灾害学报.2003,2(1):96-102
    [84]风险管理计划,http://wenku.baidu.com/view/8ff6c08783d049649b6658ec.html
    [85]史培军,黄崇福,叶涛,陈晋,周俊华,郑璟.[J].建立中国综合风险管理体系中国减灾,2005:37-39
    [86] http://www.hudong.com/wiki/%E8%B4%A3%E4%BB%BB%E4%BC%9A%E8%AE%A1%E5%88%B6%E5%BA%A6,,责任会计制度
    [87] MALGOT J., MAHR T. Engineering geological mapping of the West Carpathian landslide areas.[J].Bull1.A.E.G.1979.19.116-121
    [88] JTC.GUIDELINES FOR LANDSLIDE SUSCEPTIBILITY,HAZARD AND RISK ZONINGFOR LAND USE PLANNING.2006
    [89] http://wiki.mbalib.com/wiki/%E7%BB%9F%E8%AE%A1%E6%8C%87%E6%A0%87统计指标,
    [90] zw.bjjtw.gov.cn/dybg/lzglbg/201101/P020110106416493996255.doc大兴区公路绿化现状调研与对策分析.北京交通网-政务站
    [91]乔建平,赵宇.滑坡危险度区划研究述评[J].山地学报.2001,2:8-13
    [92]石菊松.基于遥感和地理信息系统的滑坡风险评估关键技术研究[D].中国地质科学院,2008
    [93]海香.重庆市奉节县地质灾害风险评价及防灾减灾措施[D]西南大学,2008
    [94]陈永波.滑坡危险度区划研究——以三峡开县库区为例[D]西南交通大学,2002
    [95]王济川,郭志刚.Logist ic回归模型方法与应用[M].北京:高等教育出版社,2001.
    [96]徐钟济.蒙特卡罗方法.[M].上海上海科学技术出版社1985
    [97]胡广韬,等.滑坡动力学[M].北京:地质出版社,1995
    [98] Hunger O A A model for the runout analysis of rapid flow slides,debris flows and avalanches1995
    [99] Crosta G B.Imposimato S.Roddeman D G Numerical modelling of large landslides stability andrunout2003
    [100] Ikeya,H., A method for designation for area in danger of debris flow.In:Davies,T.R.H.,PearceA.K.(Eds.),Erosion and Sediment Transport in Pacific Rim Steeplands.International Associationof Hydrological Sciences Publication1981.132,pp281-288.
    [101] P J Finlay, G R Mostyn, R Fell Landslide risk assessment: prediction of travel distance[J].Canadian Geotechnical Journal,1999,36:556-562,10.1139/t99-012
    [102]石根华.数值流形方法与非连续变形分析[M].裴觉民译.北京:清华大学出版社,1997
    [103]卓家寿.离散单元法的基本原理、方法及应用[J].河海科技进展,1993,13.2:1-11
    [104]张明,殷跃平,吴树仁,张永双.高速远程滑坡-碎屑流运动机理研究发展现状与展望[J].工程地质学报2010,18(6):805-817
    [105]刘涌江,胡厚田,白志勇;大型高速滑坡体运动的空气动力学试验研究[J];岩石力学与工程学报;2003,05:784-789
    [106]杜伯辉;柘溪水库塘岩光滑坡——我国首例水库蓄水初期诱发的大型滑坡[A];第二届全国岩土与工程学术大会论文集(上册)[C];2006年
    [107]钟立勋.华蓥山(广安市)溪口镇滑坡-泥石流[J];《中国地质灾害与防治学报》2007,4:6-6
    [108]邢爱国著.云南头寨大型高速岩质滑坡流体动力学机理的研究[D]西南交通大学,2002
    [109]殷跃平.西藏易贡波密高速巨型滑坡特征及减灾研究[J];水文地质工程地质,2000,27,04:8-11
    [110]许强黄润秋殷跃平侯圣山董秀军范宣梅汤明高2009年6·5重庆武隆鸡尾山崩滑灾害基本特征与成因机理初步研究[J],《工程地质学报》2009,4:
    [111]黄润秋.汶川地震地质灾害研究[M].北京:科学出版社,2009.
    [112] K.J.Hsu.Catastrophic debris streams(sturzstroms) generated by rockfalls[J].Geological Society ofAmerica Bulletin,1975,86,129-140.
    [113] Davies.Spreading of rock avalanche debris by chanical fluidization[J].hockMechanics,1982,15,9-24
    [114] Lang T.E.Dawson K.L. and Marltinelli M.Application of numerical transient fluid dynamics tosnow avalanche flow,part1,development of computer program avalnch[J]Journal ofGlaciology,1979,22,107-115
    [115] R.Sosio,G.B.Crosta,O.Hungr.Complete dynamic modeling calibration for the Thurwieser rockavalanche [J].Engineering Geology,2008,100,11-26
    [116] Crosta G B, Agliardi F.A new methodology for physically based rockfall hazardassessment[J].Natural Hazards and Earth System Sciences,2003,3:407-422.
    [117] Stephen G.L,Evans, Hungr0.and John J.C. Dynamics of the1984rock avalanche and associateddistal debris flow on Mount Cayley,British Columbia, Canada; implication for landslide hazardassessment on dissected volcanoes[J].Engineering Geology,2001,61,29-51
    [118] T.R.Davies and M.J.Mcsaveney.Dynamic simulation of the motion of fragmenting rockavalanches [J].Can.Geothch.J.2002,39,789-798
    [119]方玉树.高位能滑坡运程探讨[J].后勤工程学院学报,2007,23(4):16-20
    [120]池谷浩。云仙水无川泥砂流失量的推算方法[J]水土保持科技情报.1996(4):30-34
    [121]石川芳治.地震にょる土石流の発生に係わる地形[J].地质条件,砂防学会誌,1999,51(5).
    [122]山下祐一,石川芳治,草野慎一.土石流発生源の崩壞地の土質特性[J].新砂防,1992,44(5).
    [123] Blaikie P,Cannon T.et al.Risk:Natural hazards,peoples vulnerability anddisasters[M].London,1994.
    [124] P. Y. Julien and J. S. O'Brien。elected notes on debris flow dynamics [J]. Lecture Notes in EarthSciences,1997, Volume64/1997,144-162
    [125] Ghilardi P, Natale L, Savi F. Modelling debris-flow propagation and deposition.[J].Physics andChemistry of the Earth (Part C)2001.26:651
    [126] Pasuto,A.and Soldati,M. An integrated approach for hazard assessment and mitigation of debrislows in the Italian Dolomites [J].,Geomorphology,(2004)61:59-70.
    [127] Glade,T.,2005.Linking debris-flow hazard assessments with geomorphology.[J].Geomorphology66,189–213.
    [128] Hungr, O., G. Morgan, and R. Kellerhals. Quantitative analysis of debris torrent hazards fordesign of remedial measures.[J].Canadian Geotechnical Journal (1984)21,663–677.
    [129] Iverson, R. M. The physics of debris flows.[J].Reviews of Geophysics (1997).35(3),245–296.
    [130] BENDA, L.,and DUNNE, T. Sediment routing by debris flows. In Erosion and sedimentation inthe Pacific rim. Edited by R.L. Beschta, T. Blinn, G.E. Ice, and F.J. Swanson. IAHS Pub-lication1987.No.165, pp.213-223.
    [131]刘希林.论泥石流堆积扇危险范围的确定方法[C]中国减灾自然灾害研究会,全国减轻自然灾害研讨会论文集,北京,中国科学技术出版社.1992
    [132]唐川,刘希林.泥石流动力堆积模拟和危险范围预测模型[M]1992,北京,科学出版社
    [133]吴积善等.泥石流及其综合治理[M]1993,北京,科学出版社
    [134]刘希林,唐!川.泥石流堆积扇泛滥范围的流域背景预测法)[C]中国减轻自然灾害研究会,全国减轻自然灾害研讨会论文集,北京,中国科学技术出版社.1992
    [135]胡厚田.崩塌与落石[M].北京:中国铁道出版社,1989.
    [136]唐红梅,易朋荧.危岩落石运动路径研究[J].重庆建筑大学学报,2003,25:18-21.
    [137]张路青,杨志法,张英俊.公路沿线遭遇滚石的风险分析—方法研究[J].岩石力学与工程学报,2005,24:5544-5548.
    [138]吕庆.边坡滚石运动的计算模型[J].自然灾害学报.2003,(12):81-82.
    [139]刘希林,莫多闻,王小丹;区域泥石流易损性评价[J];中国地质灾害与防治学报;2001年02期
    [140]陈成名.西南山区城镇地质灾害易损性评价理论与实践[D].成都理工大学;2010
    [141]张一凡.西南山区城镇地质灾害易损性评价方法研究[D];成都理工大学;2009年
    [142]张帅.水电工程地质灾害风险评价技术研究[D].成都理工大学;2010
    [143]李晓林.风险统计模型[M]中国财政经济出版社.2008
    [144]刘希林.泥石流风险区划研究[J].地质力学学报.2000.04
    [145]刘希林.泥石流危险度分区的理论和方法[J];中国地质灾害与防治学报;1993.03:
    [146]刘希林,莫多闻.泥石流风险及沟谷泥石流风险度评价[J].工程地质学报;2002,10(3):265-273
    [147] Morgan,M.G.,Fischhoff,B.,Bostrom,A.,Lave,L.,&Altman,C.J. Communicating risks to thepublic.Environmental Science&Technology,(1992).26,2048-2056.
    [148] Einstein,H.H.,Special Lecture,Landslide risk assessment.[J].Proc.5thInt.Symp.OnLandslides,Lausanne,Switzerland.A.A.Balkema,Rotterdam,1988,Vol.2,1075-1090.
    [149] Alexei Ragozin and Vladimir Yolkin. Technique of Quantitative Assessment of Karst Risk on theLocal and Regional Levels [J].Engineering Geology for Infrastructure Planning in Europe2004,104
    [150] Fell,R.,Landslide risk assessment and acceptable risk,[J]Canadian Geotechnical Journal,2004,31,261-272.
    [151]陈云.边坡风险评估系统及其应用研究[D].重庆大学,2007
    [152]中国统计年鉴-2009.www.stats.gov.cn/tjsj/ndsj/2009/indexch.html
    [153] http://news.sina.com.cn/c/2011-02-06/191521920707.shtml,2010年全国2246人在地质灾害中死亡
    [154] http://stock.sohu.com/20110228/n279568134.shtml,统计局︰2010年末中国人口总数13.41亿
    [155]符敲勋.实用统计学.[M].北京:国防工业出版社.2008.7
    [156] Wallace,W.A.,and Balogh,F.D.,Decision Support Systems for Disaster Management,[J].PublicAdministration Review,1985,45-48
    [157]国务院.地质灾害防治条例,2003
    [158]国务院.国家突发地质灾害应急预案,2006
    [159]地质遥感. http://wenku.baidu.com/view/3e7a8916866fb84ae45c8d15.html
    [160]重大滑坡灾害应急处置理论与实践[D].成都理工大学;2009
    [161]刘传正.区域滑坡泥石流灾害预警理论与方法研究[J].水文地质工程地质,2004,31(3)1-6.
    [162]张书余.地质灾害气象预报基础[M].气象出版社,2005,10
    [163]中国地质环境监测院.地质灾害调查与监测技术方法论文集[M].中国大地出版社,2005,6
    [164]殷坤龙.浙江省突发性地质灾害预警预报[M].中国地质大学出版社2005.08
    [165]杜榕恒,刘新民,袁建模,李天池著.长江三峡工程库区滑坡与泥石流研究[M].四川科学技术出版社,1991,04
    [166]解明恩,程建刚,范菠.云南滑坡泥石流灾害的气象成因与监测[J].山地学报,2005,5:571-578
    [167]尤潜,郁淑华.四川省地质灾害预测及减灾对策初探[J].2003(3):30-35
    [168]陈剑,杨志法,李晓.三峡库区滑坡发生概率与降水条件的关系[J].岩石力学与工程学报,2005,24(17):3052-3056
    [169]李昂,侯圣山,周平根.四川雅安市雨城区降雨诱发滑坡研究[J].中国地质灾害与防治学报,2007,18(1):15-18
    [170] William J. Petak(1985):Emergency Management: A challenge for Public Administration. PublicAdministration Review Vol45.98
    [171] Clary,Bruce B."The Evolution and Structure of Natural Hazard Policies."Public AdministrationReview.45,Special Issue,1985:20-28.
    [172]西南山区城镇建设地质灾害风险管制方法及示范报告[C].成都理工大学,2010

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700