Art

J-GLOBAL ID：201002205184905519   Reference number：10A0278403

地盤の安定解析と変形

Author (1)： ARAI KATSUHIKO (福井大 大学院工学研究科)
Material： 電力土木  (Electric Power Civil Engineering)
Issue： 346  Page： 3-8  Publication year： Mar. 05, 2010 
JST Material Number： F0057A  ISSN： 0386-2895  Document type： Article
Article type： 解説  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *slope stability ,  landslide ,  slope failure ,  analytical model ,  deformation ,  finite element method ,  bearing capacity ,  earth pressure ,  slip plane ,  reinforced earth method ,  geogrid ,  earthquake-resistant design ,  reinforcing material

JST classification (1)： Slope stability,deformation by excavating  (RA03070L)

Reference (13)：

• 荒井克彦. Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils and Foundations. 1985, 25, 1, 43-51
• 荒井克彦. Influence of strength anisotropy on the search for critical noncircular slip surface. Soils and Foundations. 1986, 26, 3, 129-136
• 荒井克彦. Limit analysis of geotechnical problems by applying lower-bound theorem. Soils and Foundations. 1985, 25, 4, 37-48
• 荒井克彦. A lower-bound approach to active and passive earth pressure problems. Soils and Foundations. 1990, 30, 4, 25-41
• 荒井克彦. A new limit equilibrium analysis of slope stability based on lower-bound theorem. Soils and Foundations. 1988, 28, 1, 1-15

Terms in the title (2)： 地盤 ,  安定解析