THE EFFECT OF LOADING PROCEDURE ON THE RESILIENT MODULUS VALUES OF PAVEMENT MATERIALS

The effect of loading procedure on the values of resilient modulus M, determined for some unbound road pavement materials has been studied. The results indicate that the difference between two generally known loading procedures, SHRP and CEN, can be as much as 20%. In addition, according to some very preliminary results it seems that with some aggregate types a marked reduction in the M values may take place if the same stress path is repeated several hundreds of thousands of times.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9058090477
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Kalisoja, P
• Conference:
  • Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings)
  • Location: Amsterdam, Netherlands
  • Date: 1999-6-7 to 1999-6-10
• Publication Date: 1999

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 1309-12

Subject/Index Terms

• TRT Terms: Aggregates; Geotechnical engineering; Load tests; Modulus of resilience; Pavements; Resilience (Materials)
• Subject Areas: Geotechnology; Highways; Materials; Pavements;

Filing Info

• Accession Number: 00782079
• Record Type: Publication
• ISBN: 9058090477
• Report/Paper Numbers: Volume 2
• Files: TRIS
• Created Date: Jan 3 2000 12:00AM