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Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model (2006)

Chapter: Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing: Appendix C Verification of the Analytical Model

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Suggested Citation:"Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing: Appendix C Verification of the Analytical Model." 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. doi: 10.17226/21981.
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NCHRP Web-Only Document 81 (Project 12-59): Contractor’s Final Report— Appendix C Design and Construction Guidelines for GRS Bridge Abutments with a Flexible Facing: Appendix C—Verification of the Analytical Model Prepared for: National Cooperative Highway Research Program Submitted by: Jonathan T. H. Wu, Kevin Z. Z. Lee, Sam B. Helwany, and Kanop Ketchart University of Colorado at Denver Denver, Colorado December 2004

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Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model
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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 81 is Appendix C—Verification of the Analytical Model to NCHRP Report 556: Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing.

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