Experimental Study to Clay Stabilization Using Waste Pumice, Waste Marble Dust and Lime

In this study; pumice, marble dust and lime were mixed with high plasticity clay in order to investigate their effects on the engineering properties of clay. Atterberg’s limits, standard compaction, unconfined pressure test, swelling experiments were performed by adding pumice, marble dust and lime to clay in pre-defined ratios. After determining the optimum dosages for each additive, samples prepared at maximum dry density and optimum water contents were cured during 7, 28 and 90 days. Unconfined pressure tests, triaxial pressure tests and CBR tests were performed on those samples. SEM, X-Ray and chemical analysis were also performed. It was observed that the additives used improved the engineering properties of high plasticity clay.

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Publication Details

Journal
El-Cezeri Fen ve Mühendislik Dergisi
Published
2024-09-17
DOI
https://doi.org/10.31202/ecjse.1506870
Citations
2
Primary Topic
Recycling and utilization of industrial and municipal waste in materials production
Type
article
Field-Weighted Citation Impact
0.53

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article

Experimental Study to Clay Stabilization Using Waste Pumice, Waste Marble Dust and Lime

Engin Kalay, Ömür Çimen, Nilay KESKİN
2 citations
El-Cezeri Fen ve Mühendislik Dergisi
Recycling and utilization of industrial and municipal waste in materials production
0.53
article

Experimental Study to Clay Stabilization Using Waste Pumice, Waste Marble Dust and Lime

Engin Kalay, Ömür Çimen, Nilay KESKİN
article en
2 citations

Abstract

In this study; pumice, marble dust and lime were mixed with high plasticity clay in order to investigate their effects on the engineering properties of clay. Atterberg’s limits, standard compaction, unconfined pressure test, swelling experiments were performed by adding pumice, marble dust and lime to clay in pre-defined ratios. After determining the optimum dosages for each additive, samples prepared at maximum dry density and optimum water contents were cured during 7, 28 and 90 days. Unconfined pressure tests, triaxial pressure tests and CBR tests were performed on those samples. SEM, X-Ray and chemical analysis were also performed. It was observed that the additives used improved the engineering properties of high plasticity clay.

El-Cezeri Fen ve Mühendislik DergisiVol. 11(3)
Bursa Uludağ Üni̇versi̇tesi̇ (TR), Suleyman Demirel University (KZ)
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu, Süleyman Demirel Üniversitesi
Openalex Percentile: Top 34%
Recycling and utilization of industrial and municipal waste in materials production
0.53
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