The Reliability Calculation Program and the Parameter Sensitivity Analysis of Airfield Cement Concrete Pavement

The fatigue destructive model which considers the temperature fatigue stress in airfield cement concrete pavement was introduced. The distribution rules for four main parameters were developed by measurement and analysis. The Reliability Calculation Program for Airfield Cement Pavement (RCPACP) was compiled based on Monte Carlo Method. The ranges of variability coefficients of parameters were described and the sensitivity of the parameters was qualitatively and quantitatively analyzed based on the program. The results show that the sensitivity of flexural flexibility modulus of concrete is largest and the flexibility modulus on top of the base is smallest.


  • English

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 93-100
  • Monograph Title: New Technologies in Construction and Rehabilitation of Portland Cement Concrete Pavement and Bridge Deck Pavement: Selected Papers from the 2009 GeoHunan International Conference

Subject/Index Terms

Filing Info

  • Accession Number: 01142201
  • Record Type: Publication
  • ISBN: 9780784410486
  • Files: TRIS
  • Created Date: Oct 13 2009 2:12PM