Repo Dosen ULM

THE EFFECT OF TEMPERATURE ON SOME ENGINEERING AND CONSOLIDATION PROPERTIES OF SOFT SOIL

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dc.contributor.author Rusdiansyah
dc.contributor.author Markawie
dc.date.accessioned 2023-04-26T06:42:47Z
dc.date.available 2023-04-26T06:42:47Z
dc.date.issued 2021-09
dc.identifier.citation Rusdiansyah, Markawie. (2021), THE EFFECT OF TEMPERATURE ON SOME ENGINEERING AND CONSOLIDATION PROPERTIES OF SOFT SOIL, Journal of Applied Engineering Science, 19(3), 750-756, DOI:10.5937/jaes0-29477 en_US
dc.identifier.issn 1451-4117
dc.identifier.uri https://repo-dosen.ulm.ac.id//handle/123456789/29638
dc.description.abstract 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 22oC, 40oC, 60oC, and 70oC. 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. en_US
dc.language.iso en en_US
dc.publisher Journal of Applied Engineering Science en_US
dc.relation.ispartofseries 19;3
dc.subject temperature, characteristics of consolidation testing techniques, soil compressive behavior, soft clay en_US
dc.title THE EFFECT OF TEMPERATURE ON SOME ENGINEERING AND CONSOLIDATION PROPERTIES OF SOFT SOIL en_US
dc.type Article en_US


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