Distribution probability of large-scale landslides in central Nepal

被引:17
|
作者
Timilsina, Manita [1 ]
Bhandary, Netra P. [1 ]
Dahal, Ranjan Kumar [1 ,2 ]
Yatabe, Ryuichi [1 ]
机构
[1] Ehime Univ, Grad Sch Sci & Engn, Matsuyama, Ehime, Japan
[2] Tribhuvan Univ, Dept Geol, Kathmandu, Nepal
关键词
Large-scale landslide; Landslide distribution probability map; Logistic regression; Central Nepal; Lesser Himalaya; GRAVITATIONAL SLOPE DEFORMATIONS; LOGISTIC-REGRESSION; LESSER HIMALAYA; SEATED LANDSLIDES; GIANT LANDSLIDES; ROCK UPLIFT; SUSCEPTIBILITY; HAZARD; GIS; VALIDATION;
D O I
10.1016/j.geomorph.2014.05.031
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Large-scale landslides in the Himalaya are defined as huge, deep-seated landslide masses that occurred in the geological past. They are widely distributed in the Nepal Himalaya. The steep topography and high local relief provide high potential for such failures, whereas the dynamic geology and adverse climatic conditions play a key role in the occurrence and reactivation of such landslides. The major geoscientific problems related with such large-scale landslides are 1) difficulties in their identification and delineation, 2) sources of small-scale failures, and 3) reactivation. Only a few scientific publications have been published concerning large-scale landslides in Nepal. In this context, the identification and quantification of large-scale landslides and their potential distribution are crucial. Therefore, this study explores the distribution of large-scale landslides in the Lesser Himalaya. It provides simple guidelines to identify large-scale landslides based on their typical characteristics and using a 3D schematic diagram. Based on the spatial distribution of landslides, geomorphological/geological parameters and logistic regression, an equation of large-scale landslide distribution is also derived. The equation is validated by applying it to another area. For the new area, the area under the receiver operating curve of the landslide distribution probability in the new area is 0.699, and a distribution probability value could explain >65% of existing landslides. Therefore, the regression equation can be applied to areas of the Lesser Himalaya of central Nepal with similar geological and geomorphological conditions. (C) 2014 Published by Elsevier B.V.
引用
收藏
页码:236 / 248
页数:13
相关论文
共 50 条
  • [1] Areal distribution of large-scale landslides along highway corridors in central Nepal
    Bhandary, Netra Prakash
    Yatabe, Ryuichi
    Dahal, Ranjan Kumar
    Hasegawa, Shuichi
    Inagaki, Hideki
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2013, 7 (01) : 1 - 20
  • [2] Causes of large-scale landslides in the Lesser Himalaya of central Nepal
    Hasegawa, Shuichi
    Dahal, Ranjan Kumar
    Yamanaka, Minoru
    Bhandary, Netra Prakash
    Yatabe, Ryuichi
    Inagaki, Hideki
    ENVIRONMENTAL GEOLOGY, 2009, 57 (06): : 1423 - 1434
  • [3] PROBABILITY DENSITY DISTRIBUTION OF LARGE-SCALE ATMOSPHERIC FLOW
    SUTERA, A
    ADVANCES IN GEOPHYSICS, 1986, 29 : 227 - 249
  • [4] Spatial distribution of large-scale landslides induced by the 5.12 Wenchuan Earthquake
    Qiang Xu
    Shuai Zhang
    Weile Li
    Journal of Mountain Science, 2011, 8
  • [5] Spatial distribution of large-scale landslides induced by the 5.12 Wenchuan Earthquake
    Xu Qiang
    Zhang Shuai
    Li Weile
    JOURNAL OF MOUNTAIN SCIENCE, 2011, 8 (02) : 246 - 260
  • [7] Mechanisms of large-scale landslides in China
    Runqiu Huang
    Bulletin of Engineering Geology and the Environment, 2012, 71 : 161 - 170
  • [8] Understanding the Mechanism of Large-Scale Landslides
    Huang, Runqiu
    ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 2: LANDSLIDE PROCESSES, 2015, : 13 - 32
  • [9] Mechanisms of large-scale landslides in China
    Huang, Runqiu
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2012, 71 (01) : 161 - 170
  • [10] 3D SEM Approach to Evaluate the Stability of Large-Scale Landslides in Nepal Himalaya
    Tiwari R.C.
    Bhandary N.P.
    Yatabe R.
    Geotechnical and Geological Engineering, 2015, 33 (4) : 773 - 793