Proposed Refinements to Design Procedures for Geosynthetic Reinforced Soil (GRS) Structures in AASHTO LRFD Bridge Design Specifications (2019)

Chapter: Chapter 2 Overview of Current Design Procedures for Geosynthetic-reinforced Soil Structures with Closely-spaced Reinforcement

Previous Chapter: Chapter 1 Introduction
Suggested Citation: "Chapter 2 Overview of Current Design Procedures for Geosynthetic-reinforced Soil Structures with Closely-spaced Reinforcement." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Refinements to Design Procedures for Geosynthetic Reinforced Soil (GRS) Structures in AASHTO LRFD Bridge Design Specifications. Washington, DC: The National Academies Press. doi: 10.17226/25416.
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Suggested Citation: "Chapter 2 Overview of Current Design Procedures for Geosynthetic-reinforced Soil Structures with Closely-spaced Reinforcement." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Refinements to Design Procedures for Geosynthetic Reinforced Soil (GRS) Structures in AASHTO LRFD Bridge Design Specifications. Washington, DC: The National Academies Press. doi: 10.17226/25416.
Page 11
Suggested Citation: "Chapter 2 Overview of Current Design Procedures for Geosynthetic-reinforced Soil Structures with Closely-spaced Reinforcement." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Refinements to Design Procedures for Geosynthetic Reinforced Soil (GRS) Structures in AASHTO LRFD Bridge Design Specifications. Washington, DC: The National Academies Press. doi: 10.17226/25416.
Page 12
Suggested Citation: "Chapter 2 Overview of Current Design Procedures for Geosynthetic-reinforced Soil Structures with Closely-spaced Reinforcement." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Refinements to Design Procedures for Geosynthetic Reinforced Soil (GRS) Structures in AASHTO LRFD Bridge Design Specifications. Washington, DC: The National Academies Press. doi: 10.17226/25416.
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Next Chapter: Chapter 3 Proposed Revisions to Incorporate Sv into Current AASHTO Design Procedures
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