Computation of end-of-primary compression for clayey soils is an important step undertaken to meet the serviceability criteria of geotechnical engineering structures. But for soils that exhibit secondary compression behaviour, computing the end-of-secondary compression values is more significant. One of the prevailing methods suggested for its computation is the c(alpha) (coefficient of secondary compression) method. However, without sufficient data, interpretation of the end-of-secondary compressions could be challenging, if not erroneous. This paper presents the computation of the end-of-secondary compression for a set of five soils from India namely Red soil, Bombay marine clay, Kuttanad clay, Cochin marine clay and Peat by conducting long-term consolidation tests to the order of 10 days for each pressure increment. A non-linear creep function was used to determine the limiting creep condition of the soils. The curves obtained are more realistic compared to the c(alpha) concept which overestimates secondary compression settlements.