大比例尺评价尺度强震条件下崩滑灾害易发性评价方法
|
摘要
通过收集并分析大量国内外有关地震诱发地质灾害的文献资料,通过实地野外调查,结合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的研究,选取了2类共10个评价因子,包括:坡度、剖面形态、平面形态、高程、水系、岩组、岩体结构、断层性质、断层距离和斜坡方向,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及方法.结合汶川县城研究区,进行了大比例尺评价尺度强震条件下崩滑灾害易发性评价,评价结果可为城镇建设及规划提供科学的依据,从而有效地规避风险和减灾防灾.
By collecting and reading a lot of literatures of earthquake induced geohazard with fieldwork,a thoroughly study was carried on the mechanism,distribution and rule of seismic geohazard induced by WenChuan earthquake,a total of 10 factors in two categories were selected,and the factors consisted of terrain slope,profile type,plane type,altitude,river system,engineering geological rock groups,geologic structure,fault type,the distance from fault,and slope direction.The geohazard susceptibility index system and method under earthquake condition was creative built up.By use of method above,WenChuan county was selected as study area to carry on the research of geohazard susceptibility,the results are used to provide a scientific basis for urban constructions planning in the area of influence,and effectively avoid risks.
By collecting and reading a lot of literatures of earthquake induced geohazard with fieldwork,a thoroughly study was carried on the mechanism,distribution and rule of seismic geohazard induced by WenChuan earthquake,a total of 10 factors in two categories were selected,and the factors consisted of terrain slope,profile type,plane type,altitude,river system,engineering geological rock groups,geologic structure,fault type,the distance from fault,and slope direction.The geohazard susceptibility index system and method under earthquake condition was creative built up.By use of method above,WenChuan county was selected as study area to carry on the research of geohazard susceptibility,the results are used to provide a scientific basis for urban constructions planning in the area of influence,and effectively avoid risks.
引文
[1]Keefer D K.Landslides caused by earthquakes[J].GeologicalSociety of America Bulltin,1984,95:406-421.
[2]McAdoo B G,Watts P.Tsunami hazard from submarine landslideson the Oregon continental slope[J].Marine Geology,2004,203:235-245.
[3]Watts P.Probabilistic predictions of landslide tsunamis off SouthernCalifornia[J].Marine Geology,2004,203:281-301.
[4]庄建琦;崔鹏;葛永刚.“5.12”汶川地震崩塌滑坡危险性评价———以都汶公路沿线为例[J].岩石力学与工程学报,2010,29:3735-3742.Zhuang J Q,Cui P,Ge Y G.Risk assessment of collapses andlandslides caused by 5.12 Wenchuan Earthquake—a case study ofDujiangyan\—Wenchuan Highway[J].Chinese Journal of RockMechanics and Engineering.2010,29:3735-3742.
[5]Yin Y P,Wang F W,Sun P.Landslide hazards triggered by the2008 Wenchuan earthquake,Sichuan,China[J].Landslides,2009,6(2):139-151.
[6]Risk assessment-technical committee on risk assessment andmanagement glossary of risk assessment terms[S].TC32-Technical Committee on Risk Assessment and Management,2004.
[7]Murat Ercanoglu,Candan Gokceoglu.Use of fuzzy relations toproduce landslide susceptibility map of a landslide prone area(WestBlack Sea Region,Turkey)[J].Engineering Geology,2004,75:229-250.
[8]李长江,麻土华,孙乐玲,等.基于分形的滑坡易发程度区划方法[J].中国地质灾害与防治学报,2010,21(2):17-24.Li C J,Ma T H,Sun L L,et al.Fractal-based landslidesusceptibility mapping[J].The Chinese Journal of GeologicalHazard and Control,2010,21(2):17-24.
[9]Robin Fell,Jordi Corominas,Christophe Bonnard.Guidelines forlandslide susceptibility,hazard and risk zoning for land use planning[J].Engineering Geology,2008,102:85-98.
[10]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.Xu Q,Pei X J,Huang R Q.Large-scale landslides induced bythe Wenchuan Earthquake[M].Beijing:Science Press,2009.
[11]邢秋菊,赵纯勇,高克昌.基于GIS的滑坡危险性逻辑回归评价研究[J].地理与地理信息科学,2004,5(3):49-51.Xing Q J,Zhao C Y,Gao K C.Logical Regression Analysis onthe Hazard of Landslide Based on GIS[J].Geography and Geo-Information Science,2004,5(3):49-51.
[2]McAdoo B G,Watts P.Tsunami hazard from submarine landslideson the Oregon continental slope[J].Marine Geology,2004,203:235-245.
[3]Watts P.Probabilistic predictions of landslide tsunamis off SouthernCalifornia[J].Marine Geology,2004,203:281-301.
[4]庄建琦;崔鹏;葛永刚.“5.12”汶川地震崩塌滑坡危险性评价———以都汶公路沿线为例[J].岩石力学与工程学报,2010,29:3735-3742.Zhuang J Q,Cui P,Ge Y G.Risk assessment of collapses andlandslides caused by 5.12 Wenchuan Earthquake—a case study ofDujiangyan\—Wenchuan Highway[J].Chinese Journal of RockMechanics and Engineering.2010,29:3735-3742.
[5]Yin Y P,Wang F W,Sun P.Landslide hazards triggered by the2008 Wenchuan earthquake,Sichuan,China[J].Landslides,2009,6(2):139-151.
[6]Risk assessment-technical committee on risk assessment andmanagement glossary of risk assessment terms[S].TC32-Technical Committee on Risk Assessment and Management,2004.
[7]Murat Ercanoglu,Candan Gokceoglu.Use of fuzzy relations toproduce landslide susceptibility map of a landslide prone area(WestBlack Sea Region,Turkey)[J].Engineering Geology,2004,75:229-250.
[8]李长江,麻土华,孙乐玲,等.基于分形的滑坡易发程度区划方法[J].中国地质灾害与防治学报,2010,21(2):17-24.Li C J,Ma T H,Sun L L,et al.Fractal-based landslidesusceptibility mapping[J].The Chinese Journal of GeologicalHazard and Control,2010,21(2):17-24.
[9]Robin Fell,Jordi Corominas,Christophe Bonnard.Guidelines forlandslide susceptibility,hazard and risk zoning for land use planning[J].Engineering Geology,2008,102:85-98.
[10]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.Xu Q,Pei X J,Huang R Q.Large-scale landslides induced bythe Wenchuan Earthquake[M].Beijing:Science Press,2009.
[11]邢秋菊,赵纯勇,高克昌.基于GIS的滑坡危险性逻辑回归评价研究[J].地理与地理信息科学,2004,5(3):49-51.Xing Q J,Zhao C Y,Gao K C.Logical Regression Analysis onthe Hazard of Landslide Based on GIS[J].Geography and Geo-Information Science,2004,5(3):49-51.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心