Active Earth Pressures for Unsaturated Retaining Structures-Reference-Cited by-同舟云学术

Active Earth Pressures for Unsaturated Retaining Structures

Published:2015-11 Issue:11 Volume:141 Page:04015048
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Vahedifard Farshid¹,Leshchinsky Ben A.²,Mortezaei Kimia³,Lu Ning⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author).

2. Assistant Professor, Dept. of Forest Engineering, Resources and Management, Oregon State Univ., Corvallis, OR 97331.

3. Graduate Student, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

4. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001356

Reference36 articles.

1. Anderson D. G. Martin G. R. Lam I. and Wang J. N. (2008). “Seismic analysis and design of retaining walls buried structures slopes and embankments.” NCHRP Rep. 611 Transportation Research Board Washington DC.

2. The principle of effective stress;Bishop A. W.;Tek Ukeblad,1959

3. Potential Effects of Climate Change on Slope Stability in Unsaturated Pyroclastic Soils

4. Ebrahimi S. (2011). “Extension of Mononobe-Okabe approach to unstable slopes.” M.S. thesis Univ. of Delaware Newark DE.

5. Stress state variables for unsaturated soils;Fredlund D. G.;J. Geotech. Engrg. Div.,1977

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