The deformations of fine-grained soils due to water content variations are responsible for many damages to civil engineering structures. In the framework of a research program aiming at optimising soil uses in road and railways embankments, the present study was aimed at evaluating the influence of soil nature and initial conditions on the risk of disorders due to wetting. This question was analysed by defining a microstructural model, based on the organisation of the clay fraction in aggregates. Thanks to recent technological developments in scanning electron microscopy and mercury intrusion porosimetry, fundamentals hypothesis were suggested in order to determine the model parameters from conventional geotechnical parameters.
13This quantitative microstructural model was used to describe the free swell deformations and deformations due to wetting under vertical stress, by studying the influence of initial inter-aggregate volume. Thanks to the microstructural model, the changes in intra-aggregate and inter-aggregate volumes were quantified and a new methodology was developed for the design of roads and railways embankments in sensitive contexts (areas liable to flooding, high embankments...).