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.