This technical note presents design charts for use in determining the requi
red drain spacing explicitly using free strain assumption. The influence of
time-dependent loading is incorporated in the design charts. The design pr
ocedure is also described. When the radius of vertical drain, required degr
ee of consolidation, time available, and pertinent geotechnical engineering
properties of a soil are given, the charts can be used to design a vertica
l drain system without unnecessary trial and error processes.