Geographic information systems-based three-dimensional critical slope stability analysis and landslide hazard assessment

In this paper, by combining the geographic information systems (GIS) spatial analysis function and a hydrologic analysis and modeling tool with a column-based three-dimensional (3D) slope stability analysis model, a new GIS grid-based 3D deterministic model has been developed for slope stability analysis. Assuming the initial slip as the lower half of an ellipsoid, the identification of the 3D critical slip surface in the 3D slope stability analysis is performed by means of a minimization of the 3D safety factor using Monte Carlo random simulation. By using this hydrologic analysis and modeling tool, dividing the whole study area into slope units, and taking each slope unit as a study object, the minimum 3D safety factor for each slope unit can be obtained, and the landslide hazard can then be mapped for the whole study area.

[1]  Alberto Carrara,et al.  Multivariate models for landslide hazard evaluation , 1983 .

[2]  M. T. Halbouty Energy Resources of the Pacific Region , 1981 .

[3]  M. Abdel-Latif,et al.  Landslide hazard assessment , 1994 .

[4]  P. Reichenbach,et al.  GIS techniques and statistical models in evaluating landslide hazard , 1991 .

[5]  Theo van Asch,et al.  Deterministic Modelling in Gis-Based Landslide Hazard Assessment , 1995 .

[6]  C. F. Lee,et al.  Terrain-based mapping of landslide susceptibility using a geographical information system: a case study , 2001 .

[7]  Oldrich Hungr,et al.  A general limit equilibrium model for three-dimensional slope stability analysis: Discussion , 1994 .

[8]  Slope-Stability Problems of Circum-Pacific Region as Related to Mineral and Energy Resources , 1978 .

[9]  R. Anbalagan,et al.  Landslide hazard evaluation and zonation mapping in mountainous terrain , 1992 .

[10]  P. Reichenbach,et al.  Gis Technology in Mapping Landslide Hazard , 1995 .

[11]  H. Hovland,et al.  THREE-DIMENSIONAL SLOPE STABILITY ANALYSIS METHOD , 1977 .

[12]  O. Hungr An extension of Bishop's simplified method of slope stability analysis to three dimensions , 1987 .

[13]  D. Maidment Arc hydro : GIS for water resources , 2002 .

[14]  L. Lam,et al.  A general limit equilibrium model for three-dimensional slope stability analysis: ~e~l~' , 1993 .

[15]  C. Westen,et al.  An approach towards deterministic landslide hazard analysis in GIS. A case study from Manizales (Colombia) , 1996 .

[16]  William Murphy,et al.  USING GIS IN THE PROBABILISTIC ASSESSMENT OF EARTHQUAKE TRIGGERED LANDSLIDE HAZARDS , 1998 .

[17]  C. J. van Westen,et al.  Application of geographic information systems to landslide hazard zonation , 1993 .

[18]  Ching-Chuan Huang,et al.  Generalized Three-Dimensional Slope-Stability Analysis , 1992 .

[19]  M. Terlien,et al.  Prediction of the occurrence of slope instability phenomenal through GIS-based hazard zonation , 1997 .

[20]  P. Aleotti,et al.  Landslide hazard assessment: summary review and new perspectives , 1999 .