The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles

This study aimed to explore the use of additives in soil–cement mixtures that have undergone a wetting-drying cycle. In total, two types of soil were used, granitic and lateritic, which are widely used in road base construction in the Katingan area, Central Kalimantan, Indonesia. The cement used was...
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Autor*in:	Yulian Firmana Arifin [verfasserIn] Eka Agustina [verfasserIn] Fransius Andhi [verfasserIn] Setianto Samingan Agus [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	lateritic soil granitic soil additive soil stabilization soil-cement

Übergeordnetes Werk:	In: Infrastructures - MDPI AG, 2017, 6(2021), 3, p 48
Übergeordnetes Werk:	volume:6 ; year:2021 ; number:3, p 48

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/infrastructures6030048

Katalog-ID:	DOAJ061885320

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author	Yulian Firmana Arifin
spellingShingle	Yulian Firmana Arifin misc lateritic soil misc granitic soil misc additive misc soil stabilization misc soil-cement misc Technology misc T The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles
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topic_title	The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles lateritic soil granitic soil additive soil stabilization soil-cement
topic	misc lateritic soil misc granitic soil misc additive misc soil stabilization misc soil-cement misc Technology misc T
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title	The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles
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title_sort	role of additives in soil-cement subjected to wetting-drying cycles
title_auth	The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles
abstract	This study aimed to explore the use of additives in soil–cement mixtures that have undergone a wetting-drying cycle. In total, two types of soil were used, granitic and lateritic, which are widely used in road base construction in the Katingan area, Central Kalimantan, Indonesia. The cement used was the ordinary Portland type I, while the additive utilized was for commercial purposes, and predominantly contained CaCl<sub<2</sub<. This research was conducted by testing the optimum cement content for each soil to determine the shear strength according to Indonesian standards (i.e., minimum Unconfined Compressive Strength of 2400 kPa). The optimum cement contents of granitic and lateritic soils were deduced to be 5.5% and 5% on a dry weight basis, respectively. The utilization of 0.8% additive resulted in a 0.5% reduction in the optimum cement content of granite-like soil. The results showed that the optimum additive content for granitic soil was higher than that without supplementation, while for lateritic, no changes occurred. The advantage of using supplements, however, was more pronounced in the samples when they had been subjected to wetting–drying cycles. Additionally, at the optimum additive level, the moisture content and soil-cement loss during wetting was always lower than without supplements.
abstractGer	This study aimed to explore the use of additives in soil–cement mixtures that have undergone a wetting-drying cycle. In total, two types of soil were used, granitic and lateritic, which are widely used in road base construction in the Katingan area, Central Kalimantan, Indonesia. The cement used was the ordinary Portland type I, while the additive utilized was for commercial purposes, and predominantly contained CaCl<sub<2</sub<. This research was conducted by testing the optimum cement content for each soil to determine the shear strength according to Indonesian standards (i.e., minimum Unconfined Compressive Strength of 2400 kPa). The optimum cement contents of granitic and lateritic soils were deduced to be 5.5% and 5% on a dry weight basis, respectively. The utilization of 0.8% additive resulted in a 0.5% reduction in the optimum cement content of granite-like soil. The results showed that the optimum additive content for granitic soil was higher than that without supplementation, while for lateritic, no changes occurred. The advantage of using supplements, however, was more pronounced in the samples when they had been subjected to wetting–drying cycles. Additionally, at the optimum additive level, the moisture content and soil-cement loss during wetting was always lower than without supplements.
abstract_unstemmed	This study aimed to explore the use of additives in soil–cement mixtures that have undergone a wetting-drying cycle. In total, two types of soil were used, granitic and lateritic, which are widely used in road base construction in the Katingan area, Central Kalimantan, Indonesia. The cement used was the ordinary Portland type I, while the additive utilized was for commercial purposes, and predominantly contained CaCl<sub<2</sub<. This research was conducted by testing the optimum cement content for each soil to determine the shear strength according to Indonesian standards (i.e., minimum Unconfined Compressive Strength of 2400 kPa). The optimum cement contents of granitic and lateritic soils were deduced to be 5.5% and 5% on a dry weight basis, respectively. The utilization of 0.8% additive resulted in a 0.5% reduction in the optimum cement content of granite-like soil. The results showed that the optimum additive content for granitic soil was higher than that without supplementation, while for lateritic, no changes occurred. The advantage of using supplements, however, was more pronounced in the samples when they had been subjected to wetting–drying cycles. Additionally, at the optimum additive level, the moisture content and soil-cement loss during wetting was always lower than without supplements.
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title_short	The Role of Additives in Soil-Cement Subjected to Wetting-Drying Cycles
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