New Method for Prediction of Loads in Steel Reinforced Soil Walls

Author:

Allen T. M.1,Bathurst Richard J.2,Holtz Robert D.3,Lee Wei F.4,Walters D.5

Affiliation:

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

2. Professor, GeoEngineering Centre at Queen’s-RMC, Civil Engineering Dept., Royal Military College of Canada, Kingston, Ontario, Canada K7K 7B4 (corresponding author), E-mail: bathurst-r@rmc.ca

3. Professor, Dept. of Civil Engineering, Univ. of Washington, More Hall: FX 10, Box 352700, Seattle, WA 98195-2700.

4. PhD, Geotechnical Associate Researcher, R&D Section, Taiwan Construction Research Institute, Hsin Tien City, Taiwan.

5. PhD Candidate, GeoEngineering Centre at Queen’s-RMC, Dept. of Civil Engineering, Queen’s Univ., Kingston, Ontario, Canada K7L 3N6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. AASHTO. ( 1996). Standard specifications for highway bridges 16 Ed. American Association of State Highway and Transportation Officials Washington D.C.

2. AASHTO. ( 1998). LRFD bridge design specifications with 2003 interims 2nd Ed. American Association of State Highway and Transportation Officials Washington D.C.

3. AASHTO. ( 2002). Standard specifications for highway bridges 17th Ed. American Association of State Highway and Transportation Officials Washington D.C.

4. Field experiment of reinforced earth wall;Al-Hussaini M.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1978

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

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