Previous Chapter: Chapter 3: LRFD Seismic Design of Geosynthetic-Reinforced Soil (GRS) Bridge Abutments
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 92
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 93
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 94
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 95
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 96
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 97
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 98
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 99
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 100
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 101
Suggested Citation: "Chapter 4: Bearing Pad Design." 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.
Page 102
Next Chapter: Chapter 5: Shake Table Test
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