Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods-Reference-Cited by-同舟云学术

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Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods

Published:2015-06 Issue:3 Volume:15 Page:06014022
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Qian Z. G.¹,Li A. J.²,Merifield R. S.³,Lyamin A. V.⁴

Affiliation:

1. M.Sc. Student, School of Engineering, Deakin Univ., Geelong, VIC 3217, Australia.

2. Lecturer, School of Engineering, Deakin Univ., Geelong, VIC 3217, Australia (corresponding author).

3. Technical Principal, SMEC Australia, 74 Hunter St., Newcastle, NSW 2300, Australia.

4. Professor, Centre for Geotechnical and Materials Modelling, Univ. of Newcastle, Callaghan, NSW 2308, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000438

Reference41 articles.

1. Stability charts for pseudo-static slope stability analysis

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

3. Probability risk assessment of landslides: A case study at Finneidfjord

4. A 3D slope stability analysis method assuming parallel lines of intersection and differential straining of block contacts

5. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming

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