Effects of curing time and freeze-thaw cycle on strength of soils with high plasticity stabilized by waste marble powder

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dc.authoridSivrikaya, Osman/0000-0001-6513-4526
dc.authoridAYDIN, Kemal/0000-0002-6430-5386
dc.contributor.authorAydin, Kemal
dc.contributor.authorSivrikaya, Osman
dc.contributor.authorUysal, Firdevs
dc.date.accessioned2024-11-07T13:32:56Z
dc.date.available2024-11-07T13:32:56Z
dc.date.issued2020
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThis paper presents the experimental study on stabilization of fine-grained soils using waste calcitice marble powder (CMP) and dolomitic marble powder (DMP). Unconfined compressive strength (UCS) tests were conducted on both the pure and stabilized soil specimens with the percentages of 5, 10, 20, 30, and 50% waste marble powder (MP) by weight. The soil specimens mixed with two types of waste MP were cured for 7, 30, and 60 days and also subjected to freezing and thawing with 1, 3, 5, 7, and 11 cycles to investigate the effect of curing time and freezing-thawing on unconfined compressive strength (q(u)) and undrained elastic modulus (E-u). Besides, mass losses (ML) of soil specimens were calculated after freezing-thawing cycles. According to the test results, the values of q(u) and E-u of stabilized soil specimens increased sharply at waste MP content of 5% and then decreased with increasing of MP in highly plastic silt (MH) with plasticity index of 21. q(u) and E-u increased with curing time dependent on the waste marble type and content in both soil type of specimens. As a result of this study, the waste MP contributed the fine-grained soils more resistant to freezing-thawing.
dc.description.sponsorshipNigde Omer Halisdemir University, Scientific Research Projects Unit [FEB 2017/10-YULTEP]
dc.description.sponsorshipThis paper is benefited from the FEB 2017/10-YULTEP projects of Nigde Omer Halisdemir University, Scientific Research Projects Unit. The authors would like to thank Nigde Omer Halisdemir University.
dc.identifier.doi10.1007/s10163-020-01035-0
dc.identifier.endpage1474
dc.identifier.issn1438-4957
dc.identifier.issn1611-8227
dc.identifier.issue5
dc.identifier.scopus2-s2.0-85084128068
dc.identifier.scopusqualityQ2
dc.identifier.startpage1459
dc.identifier.urihttps://doi.org/10.1007/s10163-020-01035-0
dc.identifier.urihttps://hdl.handle.net/11480/15695
dc.identifier.volume22
dc.identifier.wosWOS:000528326300001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofJournal of Material Cycles and Waste Management
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectStabilization
dc.subjectWaste marble powder
dc.subjectUnconfined compressive strength
dc.subjectCuring time
dc.subjectFreeze-thaw
dc.titleEffects of curing time and freeze-thaw cycle on strength of soils with high plasticity stabilized by waste marble powder
dc.typeArticle

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