Abstract: Most of the natural soils above ground water table (or above capillary zone) and invariably all the compacted soils in their placement condition are in the state of partial saturation. Unsaturated soils exist all over the world where the weather conditions are such that the annual evaporation potential is in excess of the precipitation. Unsaturated soils in their natural condition are generally found in tropical regions with arid and semi arid conditions. In such regions the soils are formed under peculiar hot and humid climate conditions and the soils so formed are subjected to seasonal moisture deficits. Hence the soils are in the state of partial saturation. All compacted soils in their placement water content are in state of partial saturation. The mechanical behaviour of unsaturated soils is strongly influenced by the presence of both the pore air and the pore water. The mechanisms governing the behaviour of unsaturated soils are quite different and need to be analyzed carefully as these soils are frequently encountered in engineering practice for founding many structures involving infrastructure development. The present investigation considers different soils representing wide spectrum of properties present in this region for probing the compaction and stress-strain characteristics. The soils are tested in quasi saturated state to circumvent the problems associated with the suction measurement and developing a phenomenological model for easy use by practicing engineers.
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