Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads

Author:

Khosravi MarziehORCID,Arellano DavidORCID

Publisher

Elsevier BV

Reference20 articles.

1. AASHTO LRFD Bridge Design Guide [WWW Document], 2020. . AASHTO J. URL https://aashtojournal.org/2020/05/08/aashto-issues-updated-lrfd-bridge-design-guide/ (accessed 10.11.23).

2. American Society for Testing and Materials, 2021. Standard Specification for Rigid Cellular Polystyrene Geofoam (ASTM D6817) [WWW Document]. URL https://www.astm.org/d6817_d6817m-17r21.html (accessed 10.11.23).

3. Dynamic characteristics and seismic stability of expanded polystyrene geofoam embankments;Amini,2014

4. Arellano, D., Stark, T.D., 2009. Load bearing analysis of EPS-block geofoam embankments: 8th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCR2A’09. Bear. Capacity Roads Railw. Airfields - Proc. 8th Int. Conf. Bear. Capacity Roads Railw. Airfields, Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 8th International Conference on the Bearing Capacity of Roads, Railways and Airfields 981–990.

5. Arellano, D., Stark, T.D., Horvath, J.S., Leshchinsky, D., 2013. Guidelines for Geofoam Applications in Slope Stability Projects. Transportation Research Board, Washington, D.C. doi: 10.17226/22630.

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