Transcription of Chapter 8 Walls and Buried Structures Contents
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Chapter 8 Walls and Buried Structures Contents
WSDOT Bridge Design Manual M Page 8-i June Retaining Walls .. General .. Common Types of Retaining Walls .. General Design Considerations .. Design of Reinforced Concrete Cantilever Retaining Walls .. Design of Cantilever Soldier Pile and Soldier Pile Tieback Walls .. Design of Structural Earth Walls .. Design of Standard Plan Geosynthetic Walls .. Design of soil Nail Walls .. Miscellaneous Items .. Noise Barrier Walls .. General .. Loads .. Design .. Buried Structures .. General .. WSDOT Designed Standard Culverts .. General Design Requirements .. Design of Box Culverts .. Design of Precast Reinforced Concrete Three-Sided Structures .. Design of Detention Vaults .. Design of Tunnels .. Bridge Standard Drawings .. Appendices ..8-31 Appendix Summary of Design Specification Requirements for Walls .. References ..8-35 Chapter 8 Walls and Buried Structures ContentsContents Page 8-ii WSDOT Bridge Design Manual M June 2017 WSDOT Bridge Design Manual M Page 8-1 June 2017 Chapter 8 Walls and Buried Retaining GeneralA retaining wall is a structure built to provide lateral support for a mass of earth or other material where a grade separation is required.
Soil anchors are used along with the strength of the soil to provide stability. The State Geotechnical Engineer designs the soil nail system whereas the Bridge and Structures Office designs the wall fascia. Presently, the FHWA Publication FHWA-NHI-14-007 “ Geotechnical Engineering Circular No. 7 Soil Nail Walls
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