At the present time, numerous computer programs are available for backcalculating layer elastic moduli using deflection basins obtained by nondestructive testing. These programs usually utilize both a forward calculation and a backcalculation scheme. This paper presents the results of a study made of several of these computer codes with deflection basins obtained from several low-volume (surface-treated) road sections using a falling weight deflectometer (FWD). A nonlinear finite-element program (ILLIPAVE) was first used to backcalculate the layer moduli of the surface-treated pavement sections using FWD deflection basins by the trial-and-error approach. A pavement dynamic cone penetrometer (PDCP) was also used (in situ) to measure the layer moduli. Several backcalculation programs, namely, BISDEF, CHEVDEF, ELSDEF, ISSEM4, MODCOMP2, LOADRATE, and MODULUS then were used to backcalculate the layer moduli. The forward calculation schemes considered include: BISAR, CHEVRON, ELSYM5, NELAPAV, and ELMOD as well as ILLIPAVE. All of these programs, including ILLIPAVE, are microcomputer based. The paper also includes an example problem which involves backcalculating the layer moduli of a 30.48-m (100-ft) stretch of a typical farm-to-market road in which deflection basins were taken at one-foot spacings.


  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 398-414

Subject/Index Terms

Filing Info

  • Accession Number: 00795865
  • Record Type: Publication
  • ISBN: 0803112602
  • Report/Paper Numbers: ASTM STP 1026
  • Files: TRIS
  • Created Date: Jul 6 2000 12:00AM