Titlebook: Experimental Unsaturated Soil Mechanics; T. Schanz Conference proceedings 20071st edition Springer-Verlag Berlin Heidelberg 2007 Analysis.

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Shear Strength Behaviour of Unsaturated Silty Soil constant suctions. Volume change and shear strength data for the samples were monitored continuously during the experiments. In this paper, the results of the experimental study will be presented and the effects of suction on the shear strength and volume change of unsaturated soil will be discussed in detail.

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Influence of Relative Density and Clay Fraction on Soils Collapsee of clay fraction and relative density on the collapse of this type of soils. The experimental study, about reconstituted soils, presented in this paper, aims at highlighting the effect of relative density and clay fraction on the rate and magnitude of collapse.

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Influence of Relative Density and Clay Fraction on Soils Collapsety, water content, degree of saturation and applied load. On the other hand, relatively few works have been oriented towards the study of the influence of clay fraction and relative density on the collapse of this type of soils. The experimental study, about reconstituted soils, presented in this pa

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Microstructure of Gypsiferous Crust and Its Importance to Unsaturated Soil Behaviouris study is to investigate the micro-morphology of gypsiferous crust and its influence on unsaturated soil behavior. Samples containing 47 % of gypsum were taken from Granada (North Syria), then left to dry under natural conditions. Undistributed soil samples (8×8 cm) of the crust and underlying soi

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Fabric Changes in Compacted London Clay Due to Variations in Applied Stress and Suctionitions and taken along a number of stress paths – involving both wetting and loading – to different final conditions. Wetting and loading was conducted using both conventional and osmotic oedometers (the latter allowed the suction to be varied in a controlled manner). The study of micro-fabric invol

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