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Three families of shear modulus reduction and damping ratio curves are reviewed and compared - those developed by Vucetic & Dobry (1991), Ishibashi & Zhang (1993), and Darendeli (2001). A parametric analysis examines how five factors influence dynamic soil behavior - number of loading cycles, frequency, overconsolidation ratio, mean confining pressure, and plasticity index. Laboratory data from Turkey not used in developing the empirical curves is also directly compared. The main advantages, applicability r

Author

jmhs31

Language

EN