Deformation of Coarse Materials Associated with Cyclic Loadings

A series of static and cyclic triaxial tests was carried out on compacted greywacke sandstone containing small amount of fines. Permanent strain of saturated or air-dried sample induced by cyclic loading was measured for different cyclic loading sequences, initial shear stress, and fine content. The shear deformation and strength of those samples were also investigated by monotonic loading on virgin and post-cyclic loading samples

Effect of water infiltration on the mechanical behaviour of unsaturated soil

Natural slopes and embankments are generally unsaturated in nature with negative pore water pressure adding to the shear strength and hence the stability of the slopes. During the event of rainfall, pore water pressure becomes less negative or even positive as a result the shear strength of soil decreases and failure occur. Therefore, the strength and deformation characteristics for unsaturated soil become important when analysing the stability of these types of slopes. In this study, a triaxial test apparatus was used to study the effect of water infiltration on the mechanical behaviour of unsaturated soil. The test results show that water infiltration decreased with increase in net confining stress and the stress paths were independent of the matric suction, the net confining stress and the shearing conditions for the present experimental study