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What is Normalized Shear Modulus about?

This research investigates the dynamic properties of soil-rock mixtures (SRM) with varying volumetric block proportions (VBP) through large-scale cyclic triaxial tests. The findings reveal that higher VBP results in a gentler reduction of dynamic shear modulus and a faster increase in damping ratio, with both properties being influenced by the confining pressure. The study provides empirical functions to characterize the dynamic behaviors of SRM, contributing valuable insights for engineering applications i

Author

Sebastian Palacios

Language

EN