Landslide hazard and risk zonation - why is it still so difficult?

被引:935
作者
van Westen, C. J. [1 ]
van Asch, T. W. J.
Soeters, R.
机构
[1] Int Inst Geoinformat Sci & Earth Observ, ITC, Enschede, Netherlands
[2] Univ Utrecht, Fac Geosci, Utrecht, Netherlands
关键词
landslide risk; risk zonation; probabilistic modelling; deterministic modelling;
D O I
10.1007/s10064-005-0023-0
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The quantification of risk has gained importance in many disciplines, including landslide studies. The literature on landslide risk assessment illustrates the developments which have taken place in the last decade and that quantitative risk assessment is feasible for geotechnical engineering on a site investigation scale and the evaluation of linear features (e.g., pipelines, roads). However, the generation of quantitative risk zonation maps for regulatory and development planning by local authorities still seems a step too far, especially at medium scales (1:10,000-1:50,000). This paper reviews the problem of attempting to quantify landslide risk over larger areas, discussing a number of difficulties related to the generation of landslide inventory maps including information on date, type and volume of the landslide, the determination of its spatial and temporal probability, the modelling of runout and the assessment of landslide vulnerability. An overview of recent developments in the different approaches to landslide hazard and risk zonation at medium scales is given. The paper concludes with a number of new advances and challenges for the future, such as the use of very detailed topographic data, the generation of event-based landslide inventory maps, the use of these maps in spatial-temporal probabilistic modelling and the use of land use and climatic change scenarios in deterministic modelling.
引用
收藏
页码:167 / 184
页数:18
相关论文
共 127 条
  • [1] AGSO, 2001, NAT HAZ RISK THEY PO, P389
  • [2] ALEOTTI P, 1999, B ENG GEOL ENVIRON, V58, P21, DOI DOI 10.1007/S100640050066
  • [3] DEVELOPMENT AND APPLICATION OF A COMBINED SOIL-WATER SLOPE STABILITY MODEL
    ANDERSON, MG
    HOWES, S
    [J]. QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 1985, 18 (03) : 225 - 236
  • [4] [Anonymous], NETHERLANDS GEOGRAPH
  • [5] [Anonymous], 1996, GEOGRAPHIC INFORM SY
  • [6] [Anonymous], 2004, P 9 INT S LANDSL
  • [7] Australian Geomechanics Society-AGS, 2000, Journal and News of the Australian Geomechanics Society, V35, P49
  • [8] Avolio M., 2000, INT J APPL EARTH OBS, V2, P41, DOI [DOI 10.1016/S0303-2434(00)85025-4, 10.1016/S0303-2434(00)85025-4]
  • [9] BARREDOL JI, 2000, INT J APPL EARTH OBS, P9
  • [10] Slope instability zonation: A comparison between certainty factor and fuzzy Dempster-Shafer approaches
    Binaghi, E
    Luzi, L
    Madella, P
    Pergalani, F
    Rampini, A
    [J]. NATURAL HAZARDS, 1998, 17 (01) : 77 - 97