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This paper presents a deformation-based load bearing analysis procedure that utilizes the elastic limit stress, i.e. the compressive stress at 1 percent strain, to design expanded-polystyrene (EPS)-block geofoam for roadway embankments. The procedure consists ...
Filed under: Soil Mechanics -  Earthworks
Reference: Proceedings of 8th International Conference on Bearing Capacity of Road, Railways, and Airfields, University of Illinois, Urbana, Illinois, June 29 – July 2, 2009, pp. 981-990.