Many field trials have been undertaken to demonstrate the benefits of reduc
ing the inflation pressure of the tires of heavily loaded haul vehicles, bu
t few carefully controlled laboratory studies have been performed. An earli
er full scale laboratory study indicated that tire inflation pressure had f
ar less effect on subgrade strains for unpaved, single-layer granular road
structures than the tire loading itself, so attention was directed to the b
ehaviour of the granular base at the tire tread - road surface interface. I
n the present paper, the results of full scale tests performed using a labo
ratory apparatus designed to measure the dynamic vertical, transverse, and
longitudinal contact forces under tires with varying loads and inflation pr
essures are reported. Vertical contact forces were observed to be highly no
n-uniform, both across and along the contact patch.