Abstract: The effect of particle size on shear strength of
granular materials are investigated using direct shear tests. Small
direct shear test (60 mm by 60 mm by 24 mm deep) were conducted
for particles passing the sieves with opening size of 2.36 mm.
Meanwhile, particles passing the standard 20 mm sieves were tested
using large direct shear test (300 mm by 300 mm by 200 mm deep).
The large direct shear tests and the small direct shear tests carried out
using the same shearing rate of 0.09 mm/min and similar normal
stresses of 100, 200 and 300 kPa. The results show that the peak and
residual shear strength increases as particle size increases.