Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model

National Academies of Sciences, Engineering, and Medicine

doi:10.17226/21981

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National Academies of Sciences, Engineering, and Medicine. 2006. Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model. Washington, DC: The National Academies Press. https://doi.org/10.17226/21981.

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Publication Info

8.5 x 11 | DOI: https://doi.org/10.17226/21981

Chapters		skim
Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing: Appendix C Verification of the Analytical Model	1-1
TRB Disclaimer	2-2
About the National Academies	3-3
Spread Footing Experiments by Briaud and Gibbens (1994)	4-4
Spread Footing Experiments by Adams and Collin (1997)	5-5
The FHWA GRS Pier (Adams 1997)	6-6
The Garden GRS Bridge Abutment (Gotteland et al. 1997)	7-7
The NCHRP GRS Test Abutments	8-53

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