Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method-Reference-Cited by-同舟云学术

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Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method

Published:2024-08 Issue:4 Volume:52 Page:612-625
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Tarraf Majd,Seyedi Hosseininia Ehsan^ORCID

Publisher

Elsevier BV

Reference58 articles.

1. Stress-displacement Response of sand–geosynthetic interfaces under different volume change boundary conditions;Afzali-Nejad;J. Geotech. Geoenviron. Eng.,2021

2. Experimental and numerical investigations of the behaviour of footing on geosynthetic reinforced fill slope under cyclic loading;Alam;Geotext. Geomembranes,2018

3. Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor;Alamshahi;Geotext. Geomembranes,2009

4. Behaviour of geocell-reinforced strip footings on slopes;Arvin;Geomechanics Geoengin.,2022

5. Seismic bearing capacity of strip footings located close to the crest of geosynthetic reinforced soil structures;Ausilio;Geotech. Geol. Eng.,2014

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