Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls-Reference-Cited by-同舟云学术

Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls

Published:2015-11 Issue:11 Volume:141 Page:04015049
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Allen Tony M.¹,Bathurst Richard J.²

Affiliation:

1. State Geotechnical Engineer, Washington State Dept. of Transportation Olympia, Washington, DC 98504-7365.

2. Professor, GeoEngineering Centre at Queen’s-RMCC, Dept. of Civil Engineering, Royal Military College of Canada, Kingston, ON, Canada K7K 7B4 (corresponding author).

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.1943-5606.0001355

Reference33 articles.

1. AASHTO. (2013). “Standard practice for determination of long-term strength for geosynthetic reinforcement.” Provisional Standard Practice PP66-13 Washington DC.

2. Soil Reinforcement Loads in Geosynthetic Walls at Working Stress Conditions

3. Comparison of Working Stress and Limit Equilibrium Behavior of Reinforced Soil Walls

4. Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method

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