Long Term Behavior of EPS Geofoam for Road Embankments

Author:

AbdelSalam Sherif S.,Anwar Mona B.,Eskander Sylvia S.

Publisher

Springer International Publishing

Reference19 articles.

1. AbdelSalam, S.S., Azzam, S.A.: Reduction of lateral pressures on retaining walls using geofoam inclusion. ICE Geosynth. Int. 23(6), 395–407 (2016)

2. AbdelSalam, S.S., Azzam, S.A., Abdel-Awad, S.A.: Laboratory characterization and numerical modeling of EPS geofoam. In: International Conference on Advances in Structural and Geotechnical Engineering, Hurghada, Egypt (2015)

3. AbdelSalam, S.S., Azzam, S.A., Fakhry, B.M.: Reliability and 3D modeling of flexible walls with EPS inclusion. ASCE Int. J. Geomech. 17(7) (2017). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000853

4. ASTM D 2990: Standard test methods for tensile, compressive, and flexural creep and creep rupture of plastics. ASTM International, West Conshohocken (2005)

5. ASTM D 3080: Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, Annual Book of ASTM Standards. ASTM International, West Conshohocken, PA

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2. Comparative Study on Settlement of EPS Road Embankments by Numerical Method;Lecture Notes in Civil Engineering;2024

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