Art

J-GLOBAL ID：202002282316016096   Reference number：20A1395592

Determination of Residual Strength of Soils for Slope Stability Analysis: State of the Art Review

斜面安定解析のための土壌の残留強度の決定:最新技術のレビュー

Author (4)： Fang Chen (The United Graduate School of Agricultural Science, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan) ,  Shimizu Hideyoshi (Emeritus Professor, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan) ,  Nishiyama Tatsuro (Faculty of Applied Biological Sciences, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan) ,  Nishimura Shin-Ichi (Faculty of Applied Biological Sciences, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan)
Material： Reviews in Agricultural Science (Web)
Volume： 8  Page： 46-57(J-STAGE)  Publication year： 2020 
JST Material Number： U1682A  ISSN： 2187-090X  Document type： Article
Article type： 文献レビュー  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *slope stability ,  stability analysis ,  *residual strength ,  *physical properties of soil ,  shear rate ,  acceleration (velocity) ,  ratio ,  overconsolidation ,  normal stress ,  shearing test ,  consistency limit ,  Engineering ,  overconsolidation ratio ,  geotechnical engineering ,  slope stability analysis
Semi thesaurus term： slope stability analysis

Author keywords (4)： effect of acceleration ,  influencing factors ,  residual strength ,  slope stability analysis

JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (80)：

• Ali J, Sheikh KA, Akhtar K, Khan AQ and Hussain M (2015) Stability analysis of slopes using numerical simulation based on finite element method and limiting equilibrium approach. Asian Acad. Res. J. Multidiscip., 2 (3): 371-379.
• Bhat DR, Bhandary NP and Yatabe R (2013) Effect of shear rate on residual strength of Kaolin clay. Electron. J. Geotech. Eng., 18: 1387-1396.
• Bhat DR and Yatabe R (2015) Effect of shear rate on residual strength of landslide soils. Eng. Geol. Soc. Territ., 2: 1211-1215.
• Bishop AW (1955) The use of slip circles in the stability analysis of Earth slopes. Geotechnique, 5 (1): 7-17
• Bishop AW (1971) The influence of progressive failure on the method of stability analysis. Geotechnique, 21 (2): 309-319.

Terms in the title (4)： 斜面安定解析 ,  土壌 ,  残留強度 ,  レビュー