Dynamic proprieties of the soil are evaluated relative to a number of factors including strain level, density, number of cycles, material type, saturation and effective stress. The typical test method covers the determination of the shear modulus and damping properties of soils in either undisturbed or reconstituted states by either load or strain-controlled cyclic triaxial techniques, Dynamic triaxial System typically covers a range of deformation from 0.001-0.01% to 1-10%.

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