Landslide risk assessment based on combination weighting-unascertained measure theory

被引:0
|
作者
Li Jun-xia [1 ,2 ]
Wang Chang-ming [2 ]
Wang Gang-cheng [2 ]
机构
[1] Tianjin Elect Power Design Inst, Tianjin 300400, Peoples R China
[2] Jilin Univ, Coll Construct Engn, Changchun 130026, Jilin, Peoples R China
关键词
landslide; risk; combination weighting; unascertained measure theory;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Landslide susceptibility assessment and prediction are the important contents of the first solution for the decision-making of prevention and mitigation of disaster. Starting from the geological environmental conditions within Longzi county in Tibet, the 13 influencing factors are selected, including elevation, slope and so on. According to landslide risk classification standards established, landslide risk rating is divided into high, moderate and low. Based on combination weighting-unascertained measure theory coupled evaluation model, 20 landslides. risks in study area are assessed and analyzed by unascertained measure function, combination weighting and confidence criterion. Each landslide risk is obtained. Compared with evaluation results of fuzzy matter-element and catastrophe theory, the evaluation results are consistent with actual situation and reasonable. Therefore, the model can provide a new idea for landslide risk prediction.
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页码:468 / 474
页数:7
相关论文
共 18 条
  • [1] Chai B, 2007, ROCK SOIL MECH, V28, P2624
  • [2] GONG Feng-qiang, 2008, J ROCK MECH ENG, V27, P323
  • [3] JIN Xin-zheng, 2001, CHINESE J HLTH STAT, V18, P119
  • [4] KIENHOLZ H, 1995, LEGENDE MODULABLE CA, P12
  • [5] Kuang L., 2006, CHIN J UNDERGROUD SP, V2, P1063
  • [6] MENG Lu, 2009, J NE U, V30, P68
  • [7] Nikolaou NG, 2003, MECH SYST SIGNAL PR, V17, P1147, DOI [10.1006/mssp.2002.1576, 10.1006/msp.2002.1576]
  • [8] RAN Xue-jun, 2011, T BEIJING I TECHNOLO, V31, P151
  • [9] Serra J., 1983, IMAGE ANAL MATH MORP
  • [10] Shi X., 2010, CHIN J ROCK MECH ENG, V29, P2720