Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay-Reference-Cited by-同舟云学术

Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay

Published:2016-04 Issue:2 Volume:16 Page:04015042
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lim K.¹,Lyamin A. V.²,Cassidy M. J.³,Li A. J.⁴

Affiliation:

1. Postgraduate Student, School of Engineering, Deakin Univ., Pigdons Road, Geelong, VIC 3217, Australia (corresponding author).

2. Professor, Center for Geotechnical and Materials Modeling, Univ. of Newcastle, NSW 2308, Australia.

3. Winthrop Professor, Center for Offshore Foundation Systems, Univ. of Western Australia, WA 6009, Australia.

4. Lecturer, School of Engineering, Deakin Univ., VIC 3217, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000526

Reference75 articles.

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2. Numerical modelling of a centrifuged embankment on soft clay

3. Azzouz A. S. and Baligh M. M. (1978). “Three-dimensional stability of slopes.” Research Rep. R78-8 Order No. 595 Department of Civil Engineering Massachusetts Institute of Technology Cambridge MA.

4. Stability charts for pseudo-static slope stability analysis

5. End effects on stability of cohesive slopes;Baligh M. M.;J. Geotech. Engrg. Div.,1975

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