Vertical vibration tests were conducted using model footings of different size and mass resting on the surface of a finite sand layer with different height to width ratios which was underlain either by a rigid concrete base or a natural red earth base
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Get PriceAn experimental investigation of vertical vibration of Abstract Many free and forced vertical vibrations tests were conducted on surface and embedded models for footings on dry and moist poorly graded sand that has the following properties D10 = 0 21 mm D30 = 0 305 mm D60 = 0 423 mm Cu = 2 Cc = 1 05 Gs = 2 66 γmax = 1 74 cm −3 and γmin = 1 4 g cm −3
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