Deformation and localisation behaviours of reinforced gravelly backfill using shaking table tests

To understand the deformational behaviours of geosynthetics-reinforced soil retaining walls (GRS RWs), a series of plane-strain shaking table tests was conducted on retaining wall models. The backfill of the models was made of poorly graded gravel. Deformations and strains in the gravelly backfill i...

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Bibliographic Details
Main Authors: H. Munoz, T. Kiyota
Format: Article
Language:English
Published: Elsevier 2020-02-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775519307231