Many curve-fitting procedures based on the Terzaghi uncoupled consolidation theory have been proposed for determination of the laboratory coefficient of primary consolidation, cv. This paper presents data from 10 oedometer tests performed on clay samples from three different sites, with the cv values having been obtained using four different fitting procedures. The in situ settlements of the clay layers were measured using borehole extensometers. In this way the in situ cv values of the same clay were determined and compared with the laboratory values. At times, the four methods show considerable differences in the values of cv determined in the laboratory. Casagrande's method gives values that differ from those of the other methods and is not always easily usable. The other three methods provide a more consistent evaluation of the values cv. The comparison between in situ and laboratory cv values is not straight forward, since these findings show that the macrostructure of the soil layer influences the behaviour of the whole layer, and the laboratory cv values, apart from the method used for their determination, are sometimes unable to interpret settlement over time.Key words: clay, coefficient of primary consolidation, consolidation, embankment.
Nonlinear Consolidation Theory for Nonhomogeneous Clay Layers and its Application