Improved Geotechnical Correlations for Lateral Pile Analysis

This research project scope includes the following: collect a database of lateral pile load tests and in-situ test results from available literature and in-house files; develop improved correlations between lateral soil resistance parameters and in-situ penetration resistance in cohesionless soils that quantify uncertainty; and develop improved correlations between lateral soil resistance parameters and undrained shear strength and CPT qc in cohesive soils.

Language

• English

Project

• Status: Active
• Funding: $50000
• Contract Numbers:

  19-8652

  UT17.403

• Sponsor Organizations:

  Utah Department of Transportation

  Research and Innovation Division
  Salt Lake City, UT  United States  84114
• Managing Organizations:

  Utah Department of Transportation

  Research and Innovation Division
  Salt Lake City, UT  United States  84114
• Project Managers:

  Stevens, David

• Performing Organizations:

  Brigham Young University

  Provo, UT  United States  84602-4081
• Principal Investigators:

  Rollins, Kyle

• Start Date: 20181220
• Expected Completion Date: 20241031
• Actual Completion Date: 0

Subject/Index Terms

• TRT Terms: Correlation analysis; Foundation engineering; Geotechnical engineering; Load tests; Pile foundations; Resistance (Mechanics); Shear strength
• Geographic Terms: Utah
• Subject Areas: Bridges and other structures; Geotechnology; Highways;

Filing Info

• Accession Number: 01896705
• Record Type: Research project
• Source Agency: Utah Department of Transportation
• Contract Numbers: 19-8652, UT17.403
• Files: RIP, STATEDOT
• Created Date: Oct 19 2023 2:12PM