The grain-size distribution is commonly used for soil classification; howev
er, there is also potential to use the grain-size distribution as a basis f
or estimating soil behaviour. For example, much emphasis has recently been
placed on the estimation of the soil-water characteristic curve. Many metho
ds proposed in the literature use the grain-size distribution as a starting
point to estimate the soil-water characteristic curve. Two mathematical fo
rms are presented to represent grain-size distribution curves, namely, a un
imodal form and a bimodal form. The proposed equations provide methods for
accurately representing uniform, well-graded soils, and gap-graded soils. T
he five-parameter unimodal equation provides a closer fit than previous two
-parameter, log-normal equations used to fit uniform and well-graded soils.
The unimodal equation also improves representation of the silt- and clay-s
ized portions of the grain-size distribution curve.