Effect of strain-dependent dynamic properties of backfill and foundation soil on the external stability of geosynthetic reinforced waterfront retaining structure subjected to harmonic motion-Reference-Cited by-同舟云学术

Effect of strain-dependent dynamic properties of backfill and foundation soil on the external stability of geosynthetic reinforced waterfront retaining structure subjected to harmonic motion

Published:2019-10 Issue: Volume:91 Page:101899
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Annapareddy VS Ramakrishna,Pain Anindya

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference36 articles.

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4. Tsunami reconstruction with geosynthetic containment systems;Bergado;Geotext. Geomembr.,2007

5. Geosynthetics reinforcement application for tsunami reconstruction: evaluation of interface parameters with silty sand and weathered clay;Long;Geotext. Geomembr.,2007

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