The effects of cement and natural zeolite additives on problematic clay soils

Dispersive and expansive soils are considered problematic, and these soil properties cause serious problems for many engineering structures. For many years, comprehensive studies have been carried out with the aim of improving the swelling and dispersive qualities of soils by using additives. Each f...

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Main Authors: Turkoz Murat, Vural Pinar
Format: Article
Language:English
Published: De Gruyter 2013-11-01
Series:Science and Engineering of Composite Materials
Subjects:
Online Access:https://doi.org/10.1515/secm-2012-0104
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spelling doaj-f69d4fcfebb54c8c8c62567bc86213562021-09-05T14:00:28ZengDe GruyterScience and Engineering of Composite Materials0792-12332191-03592013-11-0120439540510.1515/secm-2012-0104The effects of cement and natural zeolite additives on problematic clay soilsTurkoz Murat0Vural Pinar1Civil Engineering Department, Eskisehir Osmangazi University, 26480 Eskisehir, TurkeyCivil Engineering Department, Eskisehir Osmangazi University, 26480 Eskisehir, TurkeyDispersive and expansive soils are considered problematic, and these soil properties cause serious problems for many engineering structures. For many years, comprehensive studies have been carried out with the aim of improving the swelling and dispersive qualities of soils by using additives. Each feature in the literature associated with the improvement of the dispersive and swell properties of clay soil with additives was separately evaluated. In this study, the effect of cement and natural zeolite additives on the characteristics of dispersibility and swelling potential of clay soils were investigated. A fixed percentage of cement (3%) plus different percentages of natural zeolite (1%, 3%, 6%, 10%, 15%, and 20%) were mixed with four different clay soil samples. In this context, first, the physical and chemical properties of the soil samples were determined. Next, the swell percentage, swell pressure, crumb, pinhole and unconfined compressive strength tests at different curing times were performed on samples with and without the additive by compressing the sample to achieve particular compaction characteristics. Significant strength value increases depended on curing time, and the properties were improved with the mixture of cement and zeolite additives, depending on the sodium adsorption ratio (SAR) and exchangeable sodium percentage (ESP) values of clay soil samples with different plasticity characteristics that exhibit dispersive and swell properties. This study not only showed that a mixture of cement and zeolite additives improved the dispersive and swell properties of clay soil samples with four different plasticity characteristics, depending on their SAR and ESP values, but also significant increases in strength values were observed.https://doi.org/10.1515/secm-2012-0104cementdispersive clayexpansive claynatural zeolitestabilization
collection DOAJ
language English
format Article
sources DOAJ
author Turkoz Murat
Vural Pinar
spellingShingle Turkoz Murat
Vural Pinar
The effects of cement and natural zeolite additives on problematic clay soils
Science and Engineering of Composite Materials
cement
dispersive clay
expansive clay
natural zeolite
stabilization
author_facet Turkoz Murat
Vural Pinar
author_sort Turkoz Murat
title The effects of cement and natural zeolite additives on problematic clay soils
title_short The effects of cement and natural zeolite additives on problematic clay soils
title_full The effects of cement and natural zeolite additives on problematic clay soils
title_fullStr The effects of cement and natural zeolite additives on problematic clay soils
title_full_unstemmed The effects of cement and natural zeolite additives on problematic clay soils
title_sort effects of cement and natural zeolite additives on problematic clay soils
publisher De Gruyter
series Science and Engineering of Composite Materials
issn 0792-1233
2191-0359
publishDate 2013-11-01
description Dispersive and expansive soils are considered problematic, and these soil properties cause serious problems for many engineering structures. For many years, comprehensive studies have been carried out with the aim of improving the swelling and dispersive qualities of soils by using additives. Each feature in the literature associated with the improvement of the dispersive and swell properties of clay soil with additives was separately evaluated. In this study, the effect of cement and natural zeolite additives on the characteristics of dispersibility and swelling potential of clay soils were investigated. A fixed percentage of cement (3%) plus different percentages of natural zeolite (1%, 3%, 6%, 10%, 15%, and 20%) were mixed with four different clay soil samples. In this context, first, the physical and chemical properties of the soil samples were determined. Next, the swell percentage, swell pressure, crumb, pinhole and unconfined compressive strength tests at different curing times were performed on samples with and without the additive by compressing the sample to achieve particular compaction characteristics. Significant strength value increases depended on curing time, and the properties were improved with the mixture of cement and zeolite additives, depending on the sodium adsorption ratio (SAR) and exchangeable sodium percentage (ESP) values of clay soil samples with different plasticity characteristics that exhibit dispersive and swell properties. This study not only showed that a mixture of cement and zeolite additives improved the dispersive and swell properties of clay soil samples with four different plasticity characteristics, depending on their SAR and ESP values, but also significant increases in strength values were observed.
topic cement
dispersive clay
expansive clay
natural zeolite
stabilization
url https://doi.org/10.1515/secm-2012-0104
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