Post-cyclic Pullout Response of Geogrid in Compacted Sand and Clayey Sand with Emphasis on Pre-cyclic Load Effect-Reference-Cited by-同舟云学术

Post-cyclic Pullout Response of Geogrid in Compacted Sand and Clayey Sand with Emphasis on Pre-cyclic Load Effect

Published:2022-07-13 Issue:11 Volume:40 Page:5565-5576
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Mahigir Ali,Ardakani Alireza^ORCID,Hassanlourad Mahmoud

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02233-3.pdf

Reference24 articles.

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2. Abdel-Rahman A, Ibbrahim MAM (2011) Soil/geogrid behavior subjected to cyclic loading. Geo-Front Adv Geotech Eng. pp 3087–3096

3. Abdi M, Mirzaeifar H (2017) Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test. Soils Found 57:1045–1058

4. Allen T, Bathurst R (2002) Observed long-term performance of geosynthetic walls and implications for design. Geosynth Int 9:567–606

5. ASTM D6637 (2015) Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM international, West Conshohocken, PA

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