Welcome to ROSA P | Drilled Shaft Foundations for Noise Barrier Walls and Slope Stabilization - 20506 | US Transportation Collection
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
 
 
Help
Clear All Simple Search
Advanced Search
Drilled Shaft Foundations for Noise Barrier Walls and Slope Stabilization
  • Published Date:
    2002-12-01
  • Language:
    English
Filetype[PDF-24.76 MB]


This document cannot be previewed automatically as it exceeds 5 MB
Please click the thumbnail image to view the document.
Drilled Shaft Foundations for Noise Barrier Walls and Slope Stabilization
Details:
  • Creators:
  • Corporate Contributors:
  • Publication/ Report Number:
    FHWA/OH-2002/038
  • Resource Type:
  • Geographical Coverage:
  • Edition:
    Final report.
  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures ; NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
  • Format:
  • Abstract:
    This research project is focused on two primary objectives. The first objective relates to the development of a methodology for using the SPT (Standard Penetration Test) results to design the laterally loaded drilled shafts. The second objective aims to develop a methodology for design of drilled shafts to stabilize unstable slopes or embankments. The research has resulted in suggestions of two implementation items.

    In the course of the research work, a large database has been established to contain a total of 58 lateral load test results and the pertinent soil information at each test site. Among these test data, 32 load tests are from ODOT projects performed by the principal investigator. The drilled shaft sizes range from 10 ft to 90 ft in length, and 16 inch to 72 inch in diameter. Both cohesionless and cohesive soils are present in the test sites.

  • Funding:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like:
Submit Feedback >