Shear modulus and damping ratio of a nonplastic silt at large shear strains

Shear modulus and damping ratio of a nonplastic silt at large shear strains

Site response analyses and solution of dynamic soil-structure interaction problems need determination of variation of shear modulus and damping ratio with shear strain. Since many studies in literature concern evaluation of behavior of sands and silty sands, a series of cyclic triaxial tests were pe...

Bibliografski detalji
Glavni autori:	Sezer Alper, Karakan Eyyub, Tanrinian Nazar
Format:	Članak
Jezik:	English
Izdano:	EDP Sciences 2019-01-01
Serija:	E3S Web of Conferences
Online pristup:	https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_08007.pdf

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