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

Author:

Fang Chen1,Shimizu Hideyoshi2,Nishiyama Tatsuro3,Nishimura Shin-Ichi3

Affiliation:

1. The United Graduate School of Agricultural Science, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan

2. Emeritus Professor, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan

3. Faculty of Applied Biological Sciences, Gifu University, 1-1 Yanagido, Gifu 501-1193, Japan

Publisher

United Graduate School of Agricultural Science

Subject

General Agricultural and Biological Sciences

Reference79 articles.

1. 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.

2. 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.

3. Bhat DR and Yatabe R (2015) Effect of shear rate on residual strength of landslide soils. Eng. Geol. Soc. Territ., 2: 1211–1215.

4. Bishop AW (1955) The use of slip circles in the stability analysis of Earth slopes. Geotechnique, 5 (1): 7–17

5. Bishop AW (1971) The influence of progressive failure on the method of stability analysis. Geotechnique, 21 (2): 309–319.

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