Stabilization of Calcareous Subgrade Soils With Polyelectrolytes: Mechanisms and Mechanical Properties

dc.contributor.author Huang, Jianxin
dc.contributor.author Kogbara, Reginald
dc.contributor.author Mohomad, Yosef
dc.contributor.author Kogbara, Reginald B.
dc.contributor.author Masad, Eyad
dc.contributor.author Sukhishvili, Svetlana
dc.contributor.author Little, Dallas
dc.date.accessioned 2023-04-19T12:36:43Z
dc.date.available 2023-04-19T12:36:43Z
dc.date.issued 2023
dc.description.abstract Organic polyelectrolytes, i.e. anionic poly(sodium 4-styrenesulphonate) (PSS), cationic poly(diallyldimethylammonium chloride) (PDADMAC) and their polyelectrolyte complexes (PECs) were evaluated for stabilisation of calcareous sandy subgrade soil. This paper investigated the effects of polymer type, surface charge type of PEC, concentrations of PEC solutions and dosages of polymer solutions added to the soil on improvement of soil mechanical properties. We found that anionic polymers, for both PECs and individual polyelectrolytes, were superior to their cationic counterparts in improving soil strength. Besides, the constituent polyelectrolytes, PSS and PDADMAC, worked better than their PECs for the specific soil investigated. The strength of polymer-treated soils was also found to increase with the increase in dosages of the polymer solutions as well as curing periods. Furthermore, polymer-treated soil specimens exhibited significant toughness improvement, which was higher than cement-treated samples. Scanning electron microscopy images revealed the abundance of long palygorskite fibres covering the surfaces of larger calcite and dolomite particles and linking surrounding aggregates after adding polymers. This observation suggests the interconnection of palygorskite fibres and their linking networks between and among coarse aggregates as the likely mechanism of polymer stabilisation of the soil studied. en_US
dc.description.sponsorship This publication was made possible by the QNRF grant (NPRP13S-0124-200160: Innovative techniques for stabilisation of Qatari soils and petroleum drill cuttings using organic polymers) from the Qatar National Research Fund National Priorities Research Programme (QNRF - a member of the Qatar Foundation). en_US
dc.identifier.doi 10.1080/10298436.2023.2190976
dc.identifier.issn 1029-8436
dc.identifier.issn 1477-268X
dc.identifier.scopus 2-s2.0-85150928142
dc.identifier.uri https://doi.org/10.1080/10298436.2023.2190976
dc.identifier.uri https://hdl.handle.net/11147/13304
dc.language.iso en en_US
dc.publisher Taylor & Francis en_US
dc.relation.ispartof International Journal of Pavement Engineering en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Subgrade en_US
dc.subject Soil stabilisation en_US
dc.subject Polyelectrolytes en_US
dc.subject Unconfined compressive strength en_US
dc.subject Toughness en_US
dc.subject Stabilisation mechanism en_US
dc.subject Polymers en_US
dc.subject Polyacrylamide en_US
dc.title Stabilization of Calcareous Subgrade Soils With Polyelectrolytes: Mechanisms and Mechanical Properties en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Kogbara, Reginald B.
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gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Environmental Engineering en_US
gdc.description.issue 1 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.volume 24 en_US
gdc.description.wosquality Q1
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gdc.opencitations.count 3
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