sand
silt
clay
gravel
same shear strength of small magnitude
same shear strength of large magnitude
different shear strengths of small magnitude
different shear strengths of large magnitude
the liquid limit of soil always increases
the liquid limit of soil always decreases
the liquid limit of soil may increase
the liquid limit of soil may decrease
4.75 mm to 2.00 mm
2.00 mm to 0.425 mm
0.425 mm to 0.075 mm
0.075 mm to 0.002 mm
none of the below
particle size composition
plasticity characteristics
both particle size composition and plasticity characteristics