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Alkhorshid, Nima R., Araujo, Gregório L.S., Palmeira, Ennio M. (2021) Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation. Journal of Rock Mechanics and Geotechnical Engineering, 13 (5) 1173-1181 doi:10.1016/j.jrmge.2021.03.004

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Reference TypeJournal (article/letter/editorial)
TitleConsolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation
JournalJournal of Rock Mechanics and Geotechnical Engineering
AuthorsAlkhorshid, Nima R.Author
Araujo, Gregório L.S.Author
Palmeira, Ennio M.Author
Year2021 (October)Volume13
Issue5
PublisherElsevier BV
DOIdoi:10.1016/j.jrmge.2021.03.004Search in ResearchGate
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Mindat Ref. ID13171605Long-form Identifiermindat:1:5:13171605:8
GUID0
Full ReferenceAlkhorshid, Nima R., Araujo, Gregório L.S., Palmeira, Ennio M. (2021) Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation. Journal of Rock Mechanics and Geotechnical Engineering, 13 (5) 1173-1181 doi:10.1016/j.jrmge.2021.03.004
Plain TextAlkhorshid, Nima R., Araujo, Gregório L.S., Palmeira, Ennio M. (2021) Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation. Journal of Rock Mechanics and Geotechnical Engineering, 13 (5) 1173-1181 doi:10.1016/j.jrmge.2021.03.004
In(2021, October) Journal of Rock Mechanics and Geotechnical Engineering Vol. 13 (5) Elsevier BV

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Alkhorshid, Nima Rostami, Araújo, Gregório Luís Silva, Palmeira, Ennio Marques (2018) Behavior of Geosynthetic-Encased Stone Columns in Soft Clay: Numerical and Analytical Evaluations. Soils and Rocks, 41 (3). 333-343 doi:10.28927/sr.413333
Alkhorshid, Nima, Araújo, Gregório, Palmeira, Ennio (2021) Geosynthetic Encased Column: comparison between numerical and experimental results. Soils and Rocks, 44 (4) 1-12 doi:10.28927/sr.2021.073121
Araújo, Gregório L.S., Palmeira, Ennio M., Macêdo, Íris L. (2012) Comparisons between predicted and observed behaviour of a geosynthetic reinforced abutment on soft soil. Engineering Geology, 147. 101-113 doi:10.1016/j.enggeo.2012.07.008
Liu, Kaiwen, Li, Bailin, Li, Yuangang, El Naggar, M. Hesham, Wang, Tengfei, Qiu, Ruizhe (2025) Cyclic response of floating geosynthetic-encased steel slag columns in soft clay. Journal of Rock Mechanics and Geotechnical Engineering, 17 (2). doi:10.1016/j.jrmge.2024.04.031
Raja, Muhammad Nouman Amjad, Shukla, Sanjay Kumar (2021) Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique. Journal of Rock Mechanics and Geotechnical Engineering, 13 (4) 899-911 doi:10.1016/j.jrmge.2021.02.001
Pei, Te, Yang, Xiaoming (2018) Compaction-induced stress in geosynthetic-reinforced granular base course – A discrete element model. Journal of Rock Mechanics and Geotechnical Engineering, 10 (4). 669-677 doi:10.1016/j.jrmge.2018.02.005
Fonseca, Ewerton C.A., Palmeira, Ennio M. (2019) Evaluation of the accuracy of design methods for geosynthetic-reinforced piled embankments. Canadian Geotechnical Journal, 56 (6). 761-773 doi:10.1139/cgj-2018-0071
Ding, Xuanming, Zhao, Jinqiao, Ou, Qiang, Liu, Jianfei (2024) Numerical analysis of geosynthetic-reinforced embankment performance under moving loads. Journal of Rock Mechanics and Geotechnical Engineering, 16 (2) 682-696 doi:10.1016/j.jrmge.2023.04.019
Tajabadipour, Mehrdad, Lajevardi, Seyed Hamid (2021) Laboratory large-scale pullout investigation of a new reinforcement of composite geosynthetic strip. Journal of Rock Mechanics and Geotechnical Engineering, 13 (5) 1147-1159 doi:10.1016/j.jrmge.2021.03.014
Baral, Pankaj, Rujikiatkamjorn, Cholachat, Indraratna, Buddhima, Kelly, Richard (2018) Radial consolidation characteristics of soft undisturbed clay based on large specimens. Journal of Rock Mechanics and Geotechnical Engineering, 10 (6). 1037-1045 doi:10.1016/j.jrmge.2018.06.002
Bekele, Yared W. (2021) Physics-informed deep learning for one-dimensional consolidation. Journal of Rock Mechanics and Geotechnical Engineering, 13 (2) 420-430 doi:10.1016/j.jrmge.2020.09.005
 
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