Experimental and numerical evaluation on the geogrid cyclic and post-cyclic behavior by considering pre-cyclic pullout load effect
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/content/pdf/10.1007/s12517-021-06827-8.pdf
Reference24 articles.
1. Abdi MR, Arjomand MA (2011) Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand. Geotext Geomembr. 29(6):588–595
2. Abdi MR, Zandieh AR (2014) Experimental and numerical analysis of large scale pullout tests conducted on clays reinforced with geogrids encapsulated with coarse material. Geotext Geomembr. 42(5):494–504
3. Arulrajah A, Rahman MA, Piratheepan JM, Bo MW, Imteaz MA (2014) Evaluation of interface shear strength properties of geogrid reinforced construction and demolition materials using a modified large scale direct shear testing apparatus. J Material Civil Eng 26(5):974–982
4. Bergado DT, Chai JC (1994) Pullout force/displacement relationship of extensible grid reinforcements. Geotext Geomembr. 13(5):295–316
5. Cardile G, Pisano M, Moraci N (2019) The influence of a cyclic loading history on soil-geogrid interaction under pullout condition. Geotextiles Geomembranes 47(4):552–565
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1. Investigation of the mechanical response of recovered geogrids under repeated loading;Geosynthetics International;2024-08-01
2. Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads;Geotextiles and Geomembranes;2022-12
3. Hypoplastic soil model parameters calibration for Tehran silica sand and verification with a monotonic geocell pullout test;Arabian Journal of Geosciences;2022-04-21
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