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ME Design Approach for HMA Overlaid PCC Pavements
Tech Transfer Summaries
  • Halil Ceylan, Iowa State University
  • Reshma Mathews, Iowa State University
  • Tejeswi Kota, Iowa State University
  • Kasthurirangan Gopalakrishnan, Iowa State University
  • Brian Coree, Iowa State University
Document Type
Report
Publication Date
8-1-2005
Abstract
Highway pavements of portland cement concrete (PCC) type usually deteriorate due to distresses caused by a combination of traffic loads and weather conditions. The need for repair or rehabilitation depends on the type and level of distress. Repair and rehabilitation activities are carried out to extend the service life of the existing pavements. As total reconstruction is very expensive and time-consuming, rehabilitation is frequently considered to be a better alternative.
Comments

RESEARCH PROJECT TITLE: Rehabilitation of Concrete Pavements Utilizing Rubblization and Crack and Seat Methods

Language
en
File Format
application/pdf
Citation Information
Halil Ceylan, Reshma Mathews, Tejeswi Kota, Kasthurirangan Gopalakrishnan, et al.. "ME Design Approach for HMA Overlaid PCC Pavements" (2005)
Available at: http://works.bepress.com/halil_ceylan/204/