Trr No. 1293 Pavement Design, Management, And Performance, pp. 31-41
The calculated deflections from each loading case were used to backcalculate layer moduli with the ELSDEF computer program. Results from the three cases were analyzed and the relative errors computed. The analvsis indicated that if full contact is assumed when in reality it did not occur, significant errors in the backcalculated moduli values of the pavements analyzed may result.

LOKASI: Rak Pnenelitian 2