The Efficiency of Waste Marble Powder in the Stabilization of Fine-Grained Soils in Terms of Volume Changes

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dc.authoridAYDIN, Kemal/0000-0002-6430-5386
dc.contributor.authorSivrikaya, Osman
dc.contributor.authorUysal, Firdevs
dc.contributor.authorYorulmaz, Aysegul
dc.contributor.authorAydin, Kemal
dc.date.accessioned2024-11-07T13:32:36Z
dc.date.available2024-11-07T13:32:36Z
dc.date.issued2020
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThe recycling of waste marble powder (MP) for soil stabilization is still under research for geotechnical engineers, with the aim of improving poor soil properties. This paper investigated the effect of calcitic marble powder (CMP) and dolomitic marble powder (DMP) on the geotechnical properties of fine-grained soils. Consistency limits, linear shrinkage, expansion index, and one-dimensional consolidation tests were performed on non-stabilized and stabilized samples with 5, 10, 20, 30, and 50% of waste CMP and DMP to determine the efficiency of using waste marble powders in soil stabilization. The marble powder ratio which gave the best results was determined as 50% for both MH samples and CH samples. The laboratory test results showed that the waste marble powders were effective in soil stabilization by reducing the plasticity index from 49 to 26 for the CH samples and from 21 to 9 for the MH sample, expansion index from 45 to 20 for the CH sample and from 32 to 7 for the MH sample, swelling index from 0.0030 to 0.0012 for the MH sample, compression index from 0.013 to 0.010 for the MH sample, and linear shrinkage from 16.2 to 10.5 for the CH sample. The waste MP content and fine-grained soil type need to be taken into consideration in soil stabilization based on volume change.
dc.description.sponsorshipNide omer Halisdemir University, Scientific Research Projects Unit [FEB 2017/10-11-YULTEP]
dc.description.sponsorshipThis paper is partly produced from the FEB 2017/10-11-YULTEP Project of Nide omer Halisdemir University, Scientific Research Projects Unit. The authors also thank Nide NDAS Company for giving permission for the use of their laser diffraction device.
dc.identifier.doi10.1007/s13369-020-04768-0
dc.identifier.endpage8576
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.issue10
dc.identifier.scopus2-s2.0-85088311599
dc.identifier.scopusqualityQ1
dc.identifier.startpage8561
dc.identifier.urihttps://doi.org/10.1007/s13369-020-04768-0
dc.identifier.urihttps://hdl.handle.net/11480/15513
dc.identifier.volume45
dc.identifier.wosWOS:000550656100003
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Heidelberg
dc.relation.ispartofArabian Journal For Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectWaste marble powder
dc.subjectStabilization
dc.subjectFine-grained soils
dc.subjectConsistency limits
dc.subjectSwell
dc.subjectShrinkage
dc.titleThe Efficiency of Waste Marble Powder in the Stabilization of Fine-Grained Soils in Terms of Volume Changes
dc.typeArticle

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