Swelling clay soils undergo volume changes as the moisture content var
ies. This volume change is typically described by a shrinkage characte
ristic curve. There is a need for a generally acceptable model to desc
ribe these curves without requiring extensive soil shrinkage measureme
nts. Models that are presently available in the literature do not repr
esent the shrinkage characteristic curve data adequately and, thus, ha
ve limitations to their application. We have developed an analytical v
olume change model that was derived using the theoretical boundary con
ditions at the endpoints of the four shrinkage ranges. Thus, the model
describes all four shrinkage ranges better without additional input r
equirements. The proposed model describes a smooth shrinkage character
istic curve with continuous slopes at the endpoints of each shrinkage
range. The analytical model was verified against measured shrinkage ch
aracteristic curves and was found to represent the data very well.