Experimental evaluation of geosynthetic-modular block connection loads-Reference-Cited by-同舟云学术

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Experimental evaluation of geosynthetic-modular block connection loads

Published:2024-08 Issue:4 Volume:52 Page:574-584
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Portelinha F.H.M.^ORCID,Figueiredo P.V.C.,Zornberg J.G.

Funder

CAPES

Publisher

Elsevier BV

Reference31 articles.

1. AASHTO LRFD Bridge Design Specifications;AASHTO,2020

2. Design and performance of 6.3-m-high block-faced geogrid wall designed using K-stiffness method;Allen;J. Geotech. Geoenviron. Eng.,2014

3. Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method;Allen;Can. Geotech. J.,2014

4. NCMA Segmental RetainingWall Seismic Design Procedure: Supplement to Design Manual for Segmental Retaining Walls;Bathurst,2005

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