A novel procedure to determine shear dynamic modulus and damping ratio for partial saturated compacted fine-grained soils

Article

Abstract: This paper presents a new procedure for the characterisation of the dynamic mechanical properties of

Palabras claves:

Damping ratio, Dynamic shear modulus, Fine grained soils, Partial saturation, Rheometer

Autores:

Caicedo B., Caro S., Fabricio Yépez, juan villacreses

Fuentes:

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