A field investigation of vertical footing response on sand
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Behavior of Model Circular Footings on Silty Soils with Cellular Supports
An experimental study of the effect of silt and influence of cell confinement on the bearing capacity of circular footings on silty sand was carried out. Laboratory experiments on clean sand and sand containing silt up to 25 % were performed. Cells with different heights and diameters were used to confine the silty sand. The effect of proportion of silt in sand, cell diameter, cell height and t...
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تاریخ انتشار 2009