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Gmaks=12,942 Mpa (Hardin & Drnevich, 1972) and 28,09 Mpa
Due to ground-shaking during an earthquake, a cyclic shear stress will be imposed to the soil element. Shear modulus of soil is one of the soil parameters that should be recognized to transmite the vibration. Based on the laboratory tests, the value of shear modulus of soil (Gmax) is calculated using the formula developed by Hardin & ABSTRAK Perambatan getaran selama gempa bumi berlangsung/terjadi, menyebabkan tegangan geser siklik pada elemen tanah. Modulus geser tanah adalah merupakan salahfatcat:6hcx5zkclfgbff6a6r7zte6nuq