Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber

Although abundant plastic waste contaminating the environment may be utilized as reinforcing materials, a potential pozzolanic material (rice husk ash blended with lime) possesses superior properties in stabilizing soils. Engineering behavior of the stabilized clayey/silty soil reinforced with rando...

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Main Author: Agus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis Diana
Format: Laporan Penelitian
Language: Bahasa Inggris
Published: American Society of Civil Engineers. 2013
Subjects:
Online Access: http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64324
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spelling oai:lib.umy.ac.id:643242021-06-16T13:08:07ZEngineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic FiberAgus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis DianaEngineering properties; Fiber; Lime; Rice husk ash; Soil stabilization; Plastic wastes; SubgradeAlthough abundant plastic waste contaminating the environment may be utilized as reinforcing materials, a potential pozzolanic material (rice husk ash blended with lime) possesses superior properties in stabilizing soils. Engineering behavior of the stabilized clayey/silty soil reinforced with randomly distributed discrete plastic waste fibers is investigated in this paper. The results indicate that the proposed method is very effective to improve the engineering properties of the clayey/silt soil in terms of compressive, tensile, and shear strength, which further enhanced the stability and durability of the soil. Based on the compressive strength, California bearing ratio (CBR), shear strength, and failure characteristics, the optimum amount of fiber mixed in soil/lime/rice husk ash mixtures ranges from 0.4–0.8% of the dry mass.American Society of Civil Engineers.2013Laporan Penelitian-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64324
institution Universitas Muhammadiyah Yogyakarta
collection Perpustakaan Yogyakarta
language Bahasa Inggris
topic Engineering properties; Fiber; Lime; Rice husk ash; Soil stabilization; Plastic wastes; Subgrade
spellingShingle Engineering properties; Fiber; Lime; Rice husk ash; Soil stabilization; Plastic wastes; Subgrade
Agus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis Diana
Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
description Although abundant plastic waste contaminating the environment may be utilized as reinforcing materials, a potential pozzolanic material (rice husk ash blended with lime) possesses superior properties in stabilizing soils. Engineering behavior of the stabilized clayey/silty soil reinforced with randomly distributed discrete plastic waste fibers is investigated in this paper. The results indicate that the proposed method is very effective to improve the engineering properties of the clayey/silt soil in terms of compressive, tensile, and shear strength, which further enhanced the stability and durability of the soil. Based on the compressive strength, California bearing ratio (CBR), shear strength, and failure characteristics, the optimum amount of fiber mixed in soil/lime/rice husk ash mixtures ranges from 0.4–0.8% of the dry mass.
format Laporan Penelitian
author Agus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis Diana
author_sort Agus Setyo Muntohar, Anita Widianti, Edi Hartono, and Wilis Diana
title Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
title_short Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
title_full Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
title_fullStr Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
title_full_unstemmed Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber
title_sort engineering properties of silty soil stabilized with lime and rice husk ash and reinforced with waste plastic fiber
publisher American Society of Civil Engineers.
publishDate 2013
url http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64324
isbn -
_version_ 1702751139237199872
score 14.79448