Shear Friction Capacity of Corrugated Pipe Connection in Precast Footings

The objective of this research is to evaluate the failure mechanism and shear friction capacity of the plane between the precast pile cap and CIP plug.

Language

• English

Project

• Status: Active
• Funding: $269317
• Contract Numbers:

  BDV29 977-39

• Sponsor Organizations:

  Florida Department of Transportation

  Research Center
  605 Suwannee Street MS-30
  Tallahassee, FL  United States  32399-0450
• Project Managers:

  Vasconcelos, Bruno

• Performing Organizations:

  Florida International University

  Division of Research
  11200 SW 8th St, MARC 430
  Miami, FL  United States  33199
• Principal Investigators:

  Garber, D

• Start Date: 20180103
• Expected Completion Date: 20220331
• Actual Completion Date: 0

Subject/Index Terms

• TRT Terms: Corrugated pipe; Evaluation and assessment; Failure; Footings; Pile caps; Precast concrete; Shear strength
• Subject Areas: Bridges and other structures; Construction; Materials;

Filing Info

• Accession Number: 01656355
• Record Type: Research project
• Source Agency: Florida Department of Transportation
• Contract Numbers: BDV29 977-39
• Files: RIP, STATEDOT
• Created Date: Jan 8 2018 9:52AM