The Effect of Polymer-Cement Stabilization on the Unconfined Compressive Strength of Liquefiable Soils

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dc.contributor.authorAteş, Ali
dc.date.accessioned2020-04-30T23:33:06Z
dc.date.available2020-04-30T23:33:06Z
dc.date.issued2013
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionWOS: 000320785500001en_US
dc.description.abstractSoil stabilization has been widely used as an alternative to substitute the lack of suitable material on site. The use of nontraditional chemical stabilizers in soil improvement is growing daily. In this study a laboratory experiment was conducted to evaluate the effects of waterborne polymer on unconfined compression strength and to study the effect of cement grout on pre-venting of liquefiable sandy soils. The laboratory tests were performed including grain size of sandy soil, unit weight, ultrasonic pulse velocity, and unconfined compressive strength test. The sand and various amounts of polymer (1%, 2%, 3%, and 4%) and cement (10%, 20%, 30%, and 40%) were mixed with all of them into dough using mechanical kneader in laboratory conditions. Grouting experiment is performed with a cylindrical mould of 150 x 300 mm. The samples were subjected to unconfined compression tests to determine their strength after 7 and 14 days of curing. The results of the tests indicated that the waterborne polymer significantly improved the unconfined compression strength of sandy soils which have susceptibility of liquefaction.en_US
dc.identifier.doi10.1155/2013/356214en_US
dc.identifier.issn1687-9422
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://doi.org/10.1155/2013/356214
dc.identifier.urihttps://hdl.handle.net/20.500.12684/4893
dc.identifier.wosWOS:000320785500001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherHindawi Publishing Corporationen_US
dc.relation.ispartofInternational Journal Of Polymer Scienceen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleThe Effect of Polymer-Cement Stabilization on the Unconfined Compressive Strength of Liquefiable Soilsen_US
dc.typeArticleen_US

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