Optimizing the Microanchor Attachment Angle for Maximum Interaction Enhancement at Granular Soils–Geogrid Interface under Direct Shear Mode
Author:
Affiliation:
1. Associate Professor, Faculty of Civil Engineering, K. N. Toosi Univ. of Technology, Tehran, Iran (corresponding author). ORCID: .
2. Geotechnical Postgraduate, Faculty of Civil Engineering, K. N. Toosi Univ. of Technology, Tehran, Iran.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7906
Reference64 articles.
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2. Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test;Abdi M. R.;Soils Found.,2017
3. Novel soil–pegged geogrid (PG) interactions in pull-out loading conditions;Abdi M. R.;Geotext. Geomembr.,2022
4. Prediction of enhanced soil–anchored geogrid interactions in direct shear mode using gene expression programming;Abdi M. R.;Geotech. Geol. Eng.,2021
5. Appraisal of anchor arrangement and size on sand–geogrid interaction in direct shear;Abdi M. R.;Geotech. Geol. Eng.,2022
Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Evaluation of Soil–Geometrically Modified Geogrid Interaction in Direct Shear Mode;International Journal of Geosynthetics and Ground Engineering;2023-08-16
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