Subgrade soil stabilization using ionic polymer variants

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dc.contributor.authorAyyavu, C.
dc.contributor.authorIyengar, Srinath R.
dc.contributor.authorBazzi, Hassan S.
dc.contributor.authorHanley, Howard
dc.contributor.authorLittle, Dallas
dc.contributor.editorMasad, E.
dc.contributor.editorMenapace, I.
dc.contributor.editorScarpas, T.
dc.contributor.editorBhasin, A.
dc.contributor.editorKumar, A.
dc.coverage.spatialDoha, Qatar
dc.date.accessioned2020-05-27T02:28:34Z
dc.date.createdApril 16-18 2018
dc.date.issued2018
dc.date.updated2022-08-07T08:18:03Z
dc.description.abstracthis study evaluates the potential applications of designated variant ionic polymeric pavement subgrade binders. The polymer binders such as anionic and cationic variants were synthesized and confirmed by physico-chemical characterization techniques. These binders were then applied to two types of soils. The effectiveness of stabilization was evaluated based on the data from standard mechanical tests such as compressive strengths and toughness. In general, the results revealed that application of an ionic moduli binder can improve properties of the subgrade. The strengthening of the soil was attributed to charge neutralization and hydrogen bonding while better dispersions of binders resulted in enhanced toughness and strength. Scanning electron microscopy also confirmed the soil and polymer networks.
dc.format.mimetypeapplication/pdfen_AU
dc.identifier.isbn978-113831309-5en_AU
dc.identifier.urihttp://hdl.handle.net/1885/204681
dc.language.isoen_AUen_AU
dc.publisherCRC Press
dc.relation.ispartofAdvances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018
dc.relation.ispartofseriesInternational Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018
dc.rights© 2018 Taylor & Francis
dc.sourceAdvances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018
dc.source.urihttp://www.worldcat.org/oclc/1031306292en_AU
dc.titleSubgrade soil stabilization using ionic polymer variants
dc.typeConference paper
local.bibliographicCitation.lastpage524en_AU
local.bibliographicCitation.startpage521en_AU
local.contributor.affiliationAyyavu, C., Sunthanthira Polytechnic Collegeen_AU
local.contributor.affiliationIyengar, Srinath R, Texas A&M University at Qataren_AU
local.contributor.affiliationBazzi, Hassan S, Texas A&M University at Qataren_AU
local.contributor.affiliationHanley, Howard, College of Science, ANUen_AU
local.contributor.affiliationLittle, Dallas, Texas A&M Universityen_AU
local.contributor.authoremailu9200890@anu.edu.auen_AU
local.contributor.authoruidHanley, Howard, u9200890en_AU
local.description.embargo2037-12-31
local.description.notesImported from ARIES
local.description.refereedYes
local.identifier.absfor030305 - Polymerisation Mechanismsen_AU
local.identifier.absfor030304 - Physical Chemistry of Materialsen_AU
local.identifier.absseo970110 - Expanding Knowledge in Technologyen_AU
local.identifier.absseo970109 - Expanding Knowledge in Engineeringen_AU
local.identifier.ariespublicationu3102795xPUB1787en_AU
local.identifier.doi10.1201/9780429457791-101
local.identifier.scopusID2-s2.0-85061259156
local.identifier.uidSubmittedByu3102795en_AU
local.publisher.urlhttps://www.routledge.com/en_AU
local.type.statusPublished Versionen_AU

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