Behavior of EPS geofoam as flexible pavement subgrade material in model tests

The behavior of expanded polystyrene (EPS) geofoam used as subgrade and fil l material under flexible pavement was investigated by carrying out a serie s of tests in a model pavement testing facility. In the experimental setup, pavement test sections that consisted of a wearing course, a gravel base l ayer, and a sand subbase were placed on EPS blocks inside a test tank. Traf fic loading on the test pavement was simulated using a loaded wheel running on an oval-shaped test track. The investigation studied the effects of rep eated traffic loading on the performance of the EPS geofoam, the influence of the EPS block size, and the presence or lack of lateral restraint. For c omparison purposes, a pavement section using sand fill instead of EPS geofo am was also constructed and tested and is considered as the baseline case. The performance of the EPS geofoam was benchmarked against the baseline cas e to analyze its performance and to determine possible problems that may oc cur when used in full-scale pavement sections. Implications for pavement de sign are also discussed.