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Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing (2012)

Chapter: Appendix B

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Suggested Citation:"Appendix B." National Academies of Sciences, Engineering, and Medicine. 2012. Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing. Washington, DC: The National Academies Press. doi: 10.17226/17649.
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Suggested Citation:"Appendix B." National Academies of Sciences, Engineering, and Medicine. 2012. Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing. Washington, DC: The National Academies Press. doi: 10.17226/17649.
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Suggested Citation:"Appendix B." National Academies of Sciences, Engineering, and Medicine. 2012. Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing. Washington, DC: The National Academies Press. doi: 10.17226/17649.
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Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

APPENDIX B

B-2 Source: Illinois DOT Bridge Manual, 2008, page 3-271.

B-3 Source: Illinois DOT Bridge Manual, 2008, page 3-273.

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Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing
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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 187: Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing explores design methods and construction guidelines for using geosynthetic-reinforced soil (GRS) systems in bridge abutments in seismically active regions.

The report focuses on single-span, simply-supported bridges subjected to seismic forces.

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