Art
J-GLOBAL ID:200902168800272092   Reference number:02A0499386

A New Three Dimensional Spatial Prediction Method of Slope Stability Based on GIS and Monte Carlo Theory.

GISとモンテカルロ法を用いた新しい三次元空間斜面安定評価方法の提案
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Material:
Volume: 50  Issue:Page: 23-25  Publication year: May. 01, 2002 
JST Material Number: F0369A  ISSN: 0041-3798  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Category name(code) classified by JST.
Slope stability,deformation by excavating 
Reference (6):
  • 江崎哲郎. 連載講座GIS入門 (最終回), 建設分野へ利用の実態及び将来展望. トンネルと地下. 1997, 28, 5, 65-70
  • KHAZAI, B. Assessment of seismic slope stability using GIS modeling. Geographic Information Sciences. 2000, 5, 2, 121-128
  • TERLIEN, M. T. J. Modeling spatial and temporal variations in rainfall-triggered landslides. 1996, 20-50
  • XIE, M. Landslide hazard assessment using Monte Carlo simulation based on GIS. The 10th International Conference of IACMAG, Arizona, USA, 2001. 2001, 169-173
  • HOVLAND, H. J. Three-dimensional slope stability analysis method. Journal of the Geotechnical Engineering. 1977, 103, GT9, 971-986
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