[OS-41] Seismic site characterization and dynamic soil modeling 2

[OS-41-05] Assessment of matric suction effect on dynamic parameters of saturated and unsaturated sand and silt

*Seyed Mohsen Haeri¹, Behnam Sadollahzadeh¹, Vahid Zahed¹, Mohammad Ghazvinian¹ (1. Sharif University of technology)

キーワード：Shear modulus and damping ratio, Matric suction effect, Bender element and resonant column tests, Saturated and unsaturated tests, Sand and silt