The effect of temperature on some engineering and consolidation properties of soft soil

This article defines the effect of temperature on some engineering and consolidation properties of soft soil. The purpose of this research, therefore, was to determine the technical characteristics of soft clay consolidation behavior, specifically in terms of temperature influence on varying values...

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Autores principales:	Rusdiansyah, Markawie
Formato:	article
Lenguaje:	EN
Publicado:	Institut za istrazivanja i projektovanja u privredi 2021
Materias:	temperature characteristics of consolidation testing techniques soil compressive behavior soft clay Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/58a77d1319fc4284a7cd3b4623783eb2
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spelling	oai:doaj.org-article:58a77d1319fc4284a7cd3b4623783eb22021-12-05T21:23:13ZThe effect of temperature on some engineering and consolidation properties of soft soil1451-41171821-319710.5937/jaes0-29477https://doaj.org/article/58a77d1319fc4284a7cd3b4623783eb22021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2021/1451-41172103750R.pdfhttps://doaj.org/toc/1451-4117https://doaj.org/toc/1821-3197This article defines the effect of temperature on some engineering and consolidation properties of soft soil. The purpose of this research, therefore, was to determine the technical characteristics of soft clay consolidation behavior, specifically in terms of temperature influence on varying values of soil established mechanical parameters, including soft soil compression index (Cc), swelling index (Cs), volume change coefficient (mv), consolidation coefficient (Cv), and the permeability coefficient (k). In this analysis, the use of soft clay in an undisturbed condition was sourced from a swampy location in South Kalimantan Province, Indonesia. Also, the temperatures applied to the specimens were 22o C, 40o C, 60o C, and 70o C. The results showed the influence of temperature modifications on soil compressibility, where extensive heat was responsible for abundant soil compressibility. In addition, the associated parameters, termed soil compression index value (Cc), consolidation coefficient (Cv), and the swelling index (Cs), observed an increase by 3%, 33%, and 22%, respectively. Furthermore, existence of high temperatures limited the unstable soil volume, where the volume change coefficient (mV) tends to decrease by 3%. Also, varying temperatures essentially altered soil permeability, where the seepage properties of soft clay showed the tendency to increase by 32%, with rising soil temperature.RusdiansyahMarkawieInstitut za istrazivanja i projektovanja u privrediarticletemperaturecharacteristics of consolidation testing techniquessoil compressive behaviorsoft clayTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENIstrazivanja i projektovanja za privredu, Vol 19, Iss 3, Pp 750-756 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	temperature characteristics of consolidation testing techniques soil compressive behavior soft clay Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	temperature characteristics of consolidation testing techniques soil compressive behavior soft clay Technology T Engineering (General). Civil engineering (General) TA1-2040 Rusdiansyah Markawie The effect of temperature on some engineering and consolidation properties of soft soil
description	This article defines the effect of temperature on some engineering and consolidation properties of soft soil. The purpose of this research, therefore, was to determine the technical characteristics of soft clay consolidation behavior, specifically in terms of temperature influence on varying values of soil established mechanical parameters, including soft soil compression index (Cc), swelling index (Cs), volume change coefficient (mv), consolidation coefficient (Cv), and the permeability coefficient (k). In this analysis, the use of soft clay in an undisturbed condition was sourced from a swampy location in South Kalimantan Province, Indonesia. Also, the temperatures applied to the specimens were 22o C, 40o C, 60o C, and 70o C. The results showed the influence of temperature modifications on soil compressibility, where extensive heat was responsible for abundant soil compressibility. In addition, the associated parameters, termed soil compression index value (Cc), consolidation coefficient (Cv), and the swelling index (Cs), observed an increase by 3%, 33%, and 22%, respectively. Furthermore, existence of high temperatures limited the unstable soil volume, where the volume change coefficient (mV) tends to decrease by 3%. Also, varying temperatures essentially altered soil permeability, where the seepage properties of soft clay showed the tendency to increase by 32%, with rising soil temperature.
format	article
author	Rusdiansyah Markawie
author_facet	Rusdiansyah Markawie
author_sort	Rusdiansyah
title	The effect of temperature on some engineering and consolidation properties of soft soil
title_short	The effect of temperature on some engineering and consolidation properties of soft soil
title_full	The effect of temperature on some engineering and consolidation properties of soft soil
title_fullStr	The effect of temperature on some engineering and consolidation properties of soft soil
title_full_unstemmed	The effect of temperature on some engineering and consolidation properties of soft soil
title_sort	effect of temperature on some engineering and consolidation properties of soft soil
publisher	Institut za istrazivanja i projektovanja u privredi
publishDate	2021
url	https://doaj.org/article/58a77d1319fc4284a7cd3b4623783eb2
work_keys_str_mv	AT rusdiansyah theeffectoftemperatureonsomeengineeringandconsolidationpropertiesofsoftsoil AT markawie theeffectoftemperatureonsomeengineeringandconsolidationpropertiesofsoftsoil AT rusdiansyah effectoftemperatureonsomeengineeringandconsolidationpropertiesofsoftsoil AT markawie effectoftemperatureonsomeengineeringandconsolidationpropertiesofsoftsoil
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The effect of temperature on some engineering and consolidation properties of soft soil

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