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Shaking Table Modeling Of Seismically Induced Deformations In Slopes

dynamicallyinduced deformation of the model Fig 2 Slope model with accelerometers and displacement gauges 23 Slope models in testing Slope models consisted of uniform Toyoura sand with the mean grain size of 0174 mm and the void ratio between A 0605 and A 0974 In the preparation of the slope models

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