Some Rehabilitation Schemes for Geosynthetic-Reinforced Soil Abutments on Soft Soil Foundations

Author:

Pishgah Pouya12,Jamshidi Chenari Reza12

Affiliation:

1. WSP Canada, Inc., Mississauga, ON, Canada.

2. Research Fellow, Dept. of Civil Engineering, GeoEngineering Center at Queen’s-RMC, Royal Military College of Canada, Kingston, ON, Canada.

Publisher

American Society of Civil Engineers

Reference9 articles.

1. AASHTO. (2020). AASHTO LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials, Seventh Edition, Washington, D.C., USA.

2. Bathurst, R., Puig Damians, I., Ezzein, F., Josa Garcia-Tornel, A., and Lloret Morancho, A. (2012). Influence of foundation compressibility on reinforcement loads in geosynthetic reinforced soil walls. In Proceedings of the 5th European Geosynthetics Congress: vol. 5: Soil Improvement and Reinforcement (pp. 43–47). International Geosynthetics Society (IGS).

3. Numerical study of the influence of foundation compressibility and reinforcement stiffness on the behavior of reinforced soil walls

4. Itasca. (2011). FLAC 2D: Fast Lagrangian Analysis of Continua. Version 8.0 [computer program]. Itasca Consulting Group, Inc., Minneapolis, Minn.

5. Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay

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