Plastic deformation of unsaturated soils under cyclic thermo-mechanical loads is important to the serviceability of many earth structures, such as the high-speed railway embankment and energy pile. In this keynote, experimental and theoretical studies of cyclic thermo-mechanical behaviour of unsaturated fine-grained soils are presented. Particular attentions are given to cyclic shear behaviour of unsaturated soil at various suctions and temperatures, as well as soil volume changes under heating and cooling at different suctions.
CITATION STYLE
Ng, C. W. W., & Zhou, C. (2017). Plastic deformations of unsaturated fine-grained soils under cyclic thermo-mechanical loads. In Springer Series in Geomechanics and Geoengineering (Vol. 0, pp. 14–28). Springer Verlag. https://doi.org/10.1007/978-3-319-52773-4_2
Mendeley helps you to discover research relevant for your work.