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ArcGIS空间分析建模在火山次生崩塌滑坡危险性分区评价中的应用 被引量:2

The application of Model builder in hazard zoning of landslide caused by volcanic earthquake-taking Tianchi volcano as an example
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摘要 火山喷发前与喷发过程中常伴生地震活动,诱发大量的崩塌滑坡灾害,造成大量的生命、财产损失。简化的Newmark模型目前被广泛应用于区域性的地震诱发崩塌滑坡危险性评价工作中。本文将火山地震作为崩塌滑坡灾害的诱发因素并设置地震参数,在收集火山地震震源数据的基础上,基于Arc GIS平台构建了一个Model Builder模型,该模型通过计算临界加速度ac、Arias强度Ia分区图,并将其作为中间变量带入Newmark位移计算模型求得累积位移分区图。以长白山天池火山为例,运用该模型对长白山地区火山地震诱发下崩塌滑坡危险性进行评价,评价结果表明:通过构建Model Builder模型可以大大简化危险性评价的计算过程,同时具备可重复操作的特点。 A large amount of seismic activity could be induced during the eruption of the volcano.Landslides and collapses caused by the Volcanic earthquake may cause serious life and property loss.The simplified New-mark model was widely being used in the Landslide hazard zoning work.The volcanic earthquakes were treated as a triggering factor of landslide disaster and the seismic parameters were being set.A model Builder model was constructed After collecting the seismic source data of volcanic earthquake.The Newmark cumulative dis-placement zoning map was being calculated by calculate the Zoning map of critical acceleration ac and Arias intensity Ia.Taking Tianchi volcano in Changbai Mountain as an example,the hazard assessment of landslide and collapse in Changbai Mountain area was carried out by the model that was designed.The evaluation results showed that the model can greatly simplify the calculation process of the risk assessment,and has the characteristics of repeatable operation.
作者 刘绪 Liu Xu
出处 《吉林水利》 2018年第8期35-38,44,共5页 Jilin Water Resources
关键词 Model BUILDER 崩塌滑坡 简化的Newmark模型 危险性评价 Model Builder landslide Newmark model Hazard assessment
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  • 1吴建平,明跃红,张恒荣,苏伟,刘一鸣.2002年夏季长白山天池火山区的地震活动研究[J].地球物理学报,2005,48(3):621-628. 被引量:54
  • 2冯德益,马明志,陈化然,高润荣.火山区台站观测的地震波分析与应用[J].地震地磁观测与研究,1996,17(4):51-56. 被引量:2
  • 3马明志,张兴科,侯立平.长白山天池火山地震类型与地震分布[J].地震地磁观测与研究,1996,17(6):39-44. 被引量:22
  • 4中华人民共和国水利部.水利水电工程地质勘察规范(GB50487-2008)[s].北京:中国计划出版社,2009.
  • 5NEWMARK N M. Effects of earthquakes on dams and embankments[J]. G6otechnique, 1965, 15(2): 139 - 160.
  • 6CHOPRA A K. Earthquake response of earth dams[J]. Journal of the Soil Mechanics and Foundation Engineering Division, 1967, 93(SM2): 65 - 81.
  • 7MAKDISI F I, SEED H B. Simplified procedure for estimatingdam and embankment earthquake-induced deformation[J]. Journal of the Geotechnical Engineering Division, 1978, 104(7): 849 - 867.
  • 8WIECZOREK G F, WILSON R C, HARP E L. Map showing slope stability during earthquakes in San Mateo County, California[M]. Reston: US Geological Survey, 1985.
  • 9MILES S B, HO C L. Rigorous landslide hazard zonation using Newmark's method and stochastic ground motion simulation[J]. Soil Dynamics and Earthquake Engineering, 1999, 18(4): 305 - 323.
  • 10JIBSON R W, HARP E L, MICHAEL J M. A method for producing digital probabilistic seismic landslide hazard maps[J]. Engineering Geology, 2000, 58(3-4): 271 - 289.

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