Frictional Resistance of Closely Spaced Steel Reinforcement Strips Used in MSE Walls

Author:

Strahler Andrew W.1,Walters James J.2,Stuedlein Armin W.3

Affiliation:

1. Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

2. Staff Engineer, Shannon and Wilson, 3990 SW Collins Way, Lake Oswego, OR 97035.

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference42 articles.

1. AASHTO. (2014). “AASHTO LRFD bridge design specifications.” Washington DC.

2. Experimental Evaluation of Pullout Analyses for Planar Reinforcements

3. Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls

4. New Method for Prediction of Loads in Steel Reinforced Soil Walls

5. Allen T. M. Christopher B. R. Elias V. and DiMaggio J. A. (2001). “Development of the simplified method for internal stability design of mechanically stabilized earth (MSE) walls.” WSDOT Research Rep. WA-RD 513.1 Olympia WA.

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