The usability of industrial wastes on soil stabilization

Abstract Soils are made stronger and more durable by mixing additive materials. In particular, the use of waste provides environmental and economic advantages for this case. Wastes form in large quantities, however, which creates storage problems. To objective of this study is to research the availa...

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Autores principales:	Zorluer,Ismail, Gucek,Suleyman
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2020
Materias:	Soil stabilization environment marble dust granite dust boron waste fly ash
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000100080
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spelling	oai:scielo:S0718-915X20200001000802020-05-26The usability of industrial wastes on soil stabilizationZorluer,IsmailGucek,Suleyman Soil stabilization environment marble dust granite dust boron waste fly ash Abstract Soils are made stronger and more durable by mixing additive materials. In particular, the use of waste provides environmental and economic advantages for this case. Wastes form in large quantities, however, which creates storage problems. To objective of this study is to research the availability of industrial wastes for soil stabilization. An experimental study was conducted on granular soil specimens mixed with industrial wastes such as marble and granite dust, boron waste, and fly ash in different ratios. Each mixture used two waste materials together. Specifically, fly ash was used with three additional waste materials because of its pozzolanic characteristics. The tests performed included freezing-thawing, unconfined compression strength, and California bearing ratio. The results of the study show that the strength of a specimen is dependent on the additive ratio, curing period, and the number of freeze-thaw cycles. Generally, unconfined compressive strength and California bearing ratio increased with additive materials and curing times. After freezing and thawing, unconfined compressive strength (except granite dust) decreased, whereas weight loss increased due to increasing additives and increasing freeze-thaw cycles.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.19 n.1 20202020-04-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000100080en10.7764/rdlc.19.1.80-89
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	Soil stabilization environment marble dust granite dust boron waste fly ash
spellingShingle	Soil stabilization environment marble dust granite dust boron waste fly ash Zorluer,Ismail Gucek,Suleyman The usability of industrial wastes on soil stabilization
description	Abstract Soils are made stronger and more durable by mixing additive materials. In particular, the use of waste provides environmental and economic advantages for this case. Wastes form in large quantities, however, which creates storage problems. To objective of this study is to research the availability of industrial wastes for soil stabilization. An experimental study was conducted on granular soil specimens mixed with industrial wastes such as marble and granite dust, boron waste, and fly ash in different ratios. Each mixture used two waste materials together. Specifically, fly ash was used with three additional waste materials because of its pozzolanic characteristics. The tests performed included freezing-thawing, unconfined compression strength, and California bearing ratio. The results of the study show that the strength of a specimen is dependent on the additive ratio, curing period, and the number of freeze-thaw cycles. Generally, unconfined compressive strength and California bearing ratio increased with additive materials and curing times. After freezing and thawing, unconfined compressive strength (except granite dust) decreased, whereas weight loss increased due to increasing additives and increasing freeze-thaw cycles.
author	Zorluer,Ismail Gucek,Suleyman
author_facet	Zorluer,Ismail Gucek,Suleyman
author_sort	Zorluer,Ismail
title	The usability of industrial wastes on soil stabilization
title_short	The usability of industrial wastes on soil stabilization
title_full	The usability of industrial wastes on soil stabilization
title_fullStr	The usability of industrial wastes on soil stabilization
title_full_unstemmed	The usability of industrial wastes on soil stabilization
title_sort	usability of industrial wastes on soil stabilization
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2020
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000100080
work_keys_str_mv	AT zorluerismail theusabilityofindustrialwastesonsoilstabilization AT guceksuleyman theusabilityofindustrialwastesonsoilstabilization AT zorluerismail usabilityofindustrialwastesonsoilstabilization AT guceksuleyman usabilityofindustrialwastesonsoilstabilization
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The usability of industrial wastes on soil stabilization

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