PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI

Clay soils have a high plasticity with a high degree of high shrinkage and low strenght. Many examples of damage arising from the nature of the expansive clay soils, such as a decrease in building foundations, crackes and waves on the highway structures, bridge abutments tilt, and others. Many thing...

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Main Authors: , SITI NURLITA FITRI, , Devi Oktaviana Latif, ST., M.Eng
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
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Online Access:https://repository.ugm.ac.id/131164/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=71615
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spelling id-ugm-repo.1311642016-03-04T08:13:00Z https://repository.ugm.ac.id/131164/ PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI , SITI NURLITA FITRI , Devi Oktaviana Latif, ST., M.Eng ETD Clay soils have a high plasticity with a high degree of high shrinkage and low strenght. Many examples of damage arising from the nature of the expansive clay soils, such as a decrease in building foundations, crackes and waves on the highway structures, bridge abutments tilt, and others. Many things were done to improve the properties of expansive soils, like soil stabilization. Soil stabilization is a soil mixing with certain materials in order to improve the properties of the original soil. In this study, is used lime modified with Merapi volcano ash to improve the physical and mechanical properties as add material. Clay used in this study from Dusun Krebet, Kulon Progo Yogyakarta with a mixture of volcano ash trim variations of as much as 15%, 20% and 25% and 5% addition of lime for every variation of the dry weight of the soil mixture with curing time for 1, 3, 7 and 14 days. The tests were a test of physical and mechanical properties. The results show that for each variation of the mixture, the curing mixture of soil + volcano ash + limestone is influenced by the time. Shrinkage Limit, Plasticity Index (PI), and the permeability coefficient tends to decrease during 14th day. Meanwhile cohesion values decreased on 3rd day and then rise again with increasing curing aging time, so that the value of increased soil parameters was increased. Based on these results, it can be concluded that the longer the curing aging time on a mixture of clay, the better results will be obtained to improve soil properties. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , SITI NURLITA FITRI and , Devi Oktaviana Latif, ST., M.Eng (2014) PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=71615
institution Universitas Gadjah Mada
building UGM Library
country Indonesia
collection Repository Civitas UGM
topic ETD
spellingShingle ETD
, SITI NURLITA FITRI
, Devi Oktaviana Latif, ST., M.Eng
PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
description Clay soils have a high plasticity with a high degree of high shrinkage and low strenght. Many examples of damage arising from the nature of the expansive clay soils, such as a decrease in building foundations, crackes and waves on the highway structures, bridge abutments tilt, and others. Many things were done to improve the properties of expansive soils, like soil stabilization. Soil stabilization is a soil mixing with certain materials in order to improve the properties of the original soil. In this study, is used lime modified with Merapi volcano ash to improve the physical and mechanical properties as add material. Clay used in this study from Dusun Krebet, Kulon Progo Yogyakarta with a mixture of volcano ash trim variations of as much as 15%, 20% and 25% and 5% addition of lime for every variation of the dry weight of the soil mixture with curing time for 1, 3, 7 and 14 days. The tests were a test of physical and mechanical properties. The results show that for each variation of the mixture, the curing mixture of soil + volcano ash + limestone is influenced by the time. Shrinkage Limit, Plasticity Index (PI), and the permeability coefficient tends to decrease during 14th day. Meanwhile cohesion values decreased on 3rd day and then rise again with increasing curing aging time, so that the value of increased soil parameters was increased. Based on these results, it can be concluded that the longer the curing aging time on a mixture of clay, the better results will be obtained to improve soil properties.
format Theses and Dissertations
NonPeerReviewed
author , SITI NURLITA FITRI
, Devi Oktaviana Latif, ST., M.Eng
author_facet , SITI NURLITA FITRI
, Devi Oktaviana Latif, ST., M.Eng
author_sort , SITI NURLITA FITRI
title PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
title_short PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
title_full PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
title_fullStr PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
title_full_unstemmed PENGARUH WAKTU PEMERAMAN TERHADAP SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF STABILISASI KAPUR MODIFIKASI ABU VULKANIK MERAPI
title_sort pengaruh waktu pemeraman terhadap sifat fisis dan mekanis tanah ekspansif stabilisasi kapur modifikasi abu vulkanik merapi
publisher [Yogyakarta] : Universitas Gadjah Mada
publishDate 2014
url https://repository.ugm.ac.id/131164/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=71615
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