FATIGUE BEHAVIOR OF FIBER-REINFORCED RECYCLED AGGREGATE BASE COURSE

An experimental investigation was undertaken to study the flexural fatigue behavior or a stabilized fiber-reinforced pavement base course material composed largely of recycled concrete aggregate with small amounts of portland cement and fly ash. The primary objectives of this endeavor were to evaluate the fatigue resistance of this material and to determine the extent to which a modest amount of reinforcing fibers (4% by dry weight) can improve the flexural fatigue behavior of this lean cementitious composite. In addition to the repeated load tests, a separate series of static flexural tests and a series of compressive and flexural tests using notched specimens were conducted on pieces of failed beams to establish strength correlations to better estimate the static strengths of the specimens; this strength was used to determine the final stress ratio for each beam. The data obtained from this test program showed that a stabilized base course material consisting primarily of recycled aggregate with only 4% cement and 4% fly ash by weight has a fatigue strength and endurance limit comparable to virtually all typical stabilized highway materials. The inclusion of 4% by weight hooked-end steel fibers significantly improves this material's resistance to fatigue failure. In general, the results of this investigation suggest that a recycled aggregate composite consisting primarily of waste materials has significant promise as a base course for highway pavements.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08991561
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Sobhan, K
  • Krizek, R J
• Publication Date: 1999-5

Language

• English

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 124-130
• Serial:
  • Journal of Materials in Civil Engineering
  • Volume: 11
  • Issue Number: 2
  • Publisher: American Society of Civil Engineers
  • ISSN: 0899-1561
  • EISSN: 1943-5533
  • Serial URL: http://ascelibrary.org/journal/jmcee7

Subject/Index Terms

• TRT Terms: Aggregates; Base course (Pavements); Cement; Compression tests; Concrete aggregates; Durability; Fatigue (Mechanics); Fiber reinforced materials; Flexural strength; Fly ash; Highways; Load tests; Pavement performance; Pavements; Portland cement; Recycled materials; Reinforcing materials; Repeated loads; Steel fibers; Stress ratio
• Subject Areas: Design; Geotechnology; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I36: Aggregates;

Filing Info

• Accession Number: 00763659
• Record Type: Publication
• Files: TRIS
• Created Date: May 25 1999 12:00AM