MECHANISM OF STRESS DISTRIBUTION IN CONCRETE PAVEMENTS

The mechanism of stress distribution on concrete pavements is theoretically investigated by three mathematical models and the experimental results of field tests, and then, a convenient approximation method to evaluate the effect of the base course is presented. (this article was also published in the proc of jsce (1975) no 242, 63-72. In Japanese.) for the covering record of the workshop, see IRRD no 811610.

• Corporate Authors:

  CENTRE FOR RESEARCH AND CONTRACT STANDARDIZATION I

  GALVANISTRAAT 1
  Ede,   Netherlands 

  AND TRAFFIC ENGINEERING

  ,    

  PS CONCRETE, TOKYO-JAPAN

  GALVANISTRAAT 1
  Ede,   Netherlands 
• Authors:
  • Fukuda, T
• Publication Date: 1987-5

Language

• English

Media Info

• Pagination: 3 p.
• Serial:
  • WORKSHOP ON THEORETICAL DESIGN OF CONCRETE PAVEMENT NE 1986, EPEN-THE NETHERLANDS (CROW REPORT 1)
  • Publisher: CENTRE FOR RESEARCH AND CONTRACT STANDARDIZATION I

Subject/Index Terms

• TRT Terms: Base course (Pavements); Concrete; Conferences; Loads; Mathematical models; Pavement design; Rigid pavements; Slabs; Stresses; Theory; Thickness
• Geographic Terms: Japan; Netherlands
• ITRD Terms: 2990: Basecourse; 4755: Concrete; 8525: Conference; 8053: Japan; 5567: Load; 6473: Mathematical model; 8078: Netherlands; 3055: Pavement design; 2964: Rigid pavement; 3491: Slab; 5575: Stress (in material); 9078: Theory; 5933: Thickness
• Subject Areas: Highways; Pavements;

Filing Info

• Accession Number: 00481894
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Apr 30 2000 12:00AM