Stability Analysis of Anchor-Reinforced Soil Slopes with Taylor’s Stability Chart-Reference-Cited by-同舟云学术

Stability Analysis of Anchor-Reinforced Soil Slopes with Taylor’s Stability Chart

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rajabian Ahmad¹^ORCID,Shukla Sanjay Kumar²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Shiraz Branch, Islamic Azad Univ., Shiraz 7198774731, Iran (corresponding author). ORCID: .

2. Founding Research Group Leader (Geotechnical and Geoenvironmental), Discipline of Civil and Environmental Engineering, School of Engineering, Edith Cowan Univ., Perth 6027, WA, Australia; Adjunct Professor, Dept. of Civil Engineering, BIT Sindri 828123, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002619

Reference20 articles.

1. A Second Look at Taylor’s Stability Chart

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. Fellenius, W. 1936. “Calculation of stability of earth dams.” In Vol. 4 of Proc., Transactions Second Congress on Large Dams, 445–463.

4. Application of composite slip surface for stability analysis;Janbu N.;Proc., of the Eur. Conf. Stab. of Earth Slopes,1954

5. Janbu, N. 1973. Slope stability computations. Chichester, UK: Wiley.

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