DYNAMIC RESPONSE MEASUREMENTS AND IDENTIFICATION ANALYSIS OF A PAVEMENT DURING FALLING-WEIGHT DEFLECTOMETER EXPERIMENTS

Falling-weight deflectometer (FWD) experiments were conducted on an airport taxiway pavement using techniques of experimental dynamics to obtain compliance frequency response functions of the pavement, which are functions in the frequency domain that represent the pavement displacement response at a given location to the FWD load. The compliance functions reveal that at certain locations the pavement responded to the FWD load with a significant resonant amplification at approximately 30 Hz. To understand this response and to develop appropriate techniques for the backcalculation when dynamic behavior should not be ignored, the compliance data were used to backcalculate selected pavement properties using a minimization algorithm and a wave propagation model applicable to pavement systems. The backcalculations provide a credible explanation of the observed pavement behavior. They also demonstrate the utility of the minimization algorithm and wave propagation model to estimate pavement system properties using dynamic response data from FWD tests.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 78-87
  • Monograph Title: Field performance of structures and nondestructive evaluation of subsurface infrastructure
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00646036
  • Record Type: Publication
  • ISBN: 0309055644
  • Files: TRIS, TRB, ATRI
  • Created Date: Apr 7 1994 12:00AM