ANALYSIS OF PAVEMENT STRUCTURES USING DYNAFLECT DEFLECTIONS

During the construction of a rigid pavement test road, a series of plate bearing tests were performed to evaluate subgrade support values. Laboratory and field tests were performed to determine moduli and other properties of the econocrete and high quality concrete paving materials. PCC and econocrete composite modulus values were transformed into an equivalent modulus. The dynaflect testing device was used to measure deflection basins at different locations within each section of the completed pavement. Elastic and liquid subgrade stiffnesses, consistent with the measured deflected basins, were determined using continuous models developed by Hogg and by Westergaard, respectively. These implied stiffnesses were used to identify an appropriate way to interpret the plate bearing tests performed on each test section. Plate bearing stiffness values were interpreted from the test data so that they would be compatible to the liquid subgrade stiffness values needed as input into a finite element pavement model. (Author/TRRL)

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 722-731

Subject/Index Terms

Filing Info

  • Accession Number: 00376479
  • Record Type: Publication
  • Source Agency: Swedish National Road and Transport Research Institute (VTI)
  • ISBN: 82-519-0480-3
  • Report/Paper Numbers: Proceeding
  • Files: ITRD, TRIS
  • Created Date: Aug 30 1983 12:00AM