Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive

In general, clayey soil was used as soil material or embankment material for increasing road way level before road structure being constructed. Some types of clay are expansive soil, its have been contributing to pavement failures and subsequently causing increased annual maintenance expenditure o...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Zuraidah, Djauhari, Usama Juniansyah, Fauzi
Format:	Conference or Workshop Item
Language:	English
Published:	2014
Subjects:	TD Environmental technology. Sanitary engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/7004/ http://umpir.ump.edu.my/id/eprint/7004/1/fkasa-2014-achmad-Soil_Engineering_Properties.pdf

id	ump-7004
recordtype	eprints
spelling	ump-70042015-03-03T09:33:48Z http://umpir.ump.edu.my/id/eprint/7004/ Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive Achmad Fauzi, Abdul Wahab Zuraidah, Djauhari Usama Juniansyah, Fauzi TD Environmental technology. Sanitary engineering In general, clayey soil was used as soil material or embankment material for increasing road way level before road structure being constructed. Some types of clay are expansive soil, its have been contributing to pavement failures and subsequently causing increased annual maintenance expenditure of the road. The pavements design/redesign methods are found to be the primary cause of these failures. Thus, it is quite important to propose the utilization of waste plastic and waste glass on soil subgrade improvement and then contributing decreased of pavement failures. This paper was evaluated the engineering properties on utilizing waste plastic High Density Polyethylene (HDPE) and waste crushed glass as additive on subgrade improvement. The research were conducted soil engineering properties, standard compaction, four days soaked California Bearing Ratio (CBR) and Triaxial test to some clayey soil samples from various sites in Kuantan. The 4 days soaked CBR of clayey soil samples were prepared at optimum water content. The variation of additive content on stabilized soil: 4%, 8%, 12% by dry total weight of soil sample respectively. The chemical element was investigated by Integrated Electron Microscope and Energy-Dispersive X-Ray Spectroscopy (SEM-EDS). Test result were shown that engineering properties and CBR on stabilized clayey samples were increased when the content of waste HDPE and Glass were increased. 2014 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7004/1/fkasa-2014-achmad-Soil_Engineering_Properties.pdf Achmad Fauzi, Abdul Wahab and Zuraidah, Djauhari and Usama Juniansyah, Fauzi (2014) Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive. In: 2nd International Conference on Civil and Architecture Engineering (ICCAE 2014), 27-28 September 2014 , Vina Holiday Villa, Kuta, Bali, Indonesia. pp. 1-4..
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TD Environmental technology. Sanitary engineering
spellingShingle	TD Environmental technology. Sanitary engineering Achmad Fauzi, Abdul Wahab Zuraidah, Djauhari Usama Juniansyah, Fauzi Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
description	In general, clayey soil was used as soil material or embankment material for increasing road way level before road structure being constructed. Some types of clay are expansive soil, its have been contributing to pavement failures and subsequently causing increased annual maintenance expenditure of the road. The pavements design/redesign methods are found to be the primary cause of these failures. Thus, it is quite important to propose the utilization of waste plastic and waste glass on soil subgrade improvement and then contributing decreased of pavement failures. This paper was evaluated the engineering properties on utilizing waste plastic High Density Polyethylene (HDPE) and waste crushed glass as additive on subgrade improvement. The research were conducted soil engineering properties, standard compaction, four days soaked California Bearing Ratio (CBR) and Triaxial test to some clayey soil samples from various sites in Kuantan. The 4 days soaked CBR of clayey soil samples were prepared at optimum water content. The variation of additive content on stabilized soil: 4%, 8%, 12% by dry total weight of soil sample respectively. The chemical element was investigated by Integrated Electron Microscope and Energy-Dispersive X-Ray Spectroscopy (SEM-EDS). Test result were shown that engineering properties and CBR on stabilized clayey samples were increased when the content of waste HDPE and Glass were increased.
format	Conference or Workshop Item
author	Achmad Fauzi, Abdul Wahab Zuraidah, Djauhari Usama Juniansyah, Fauzi
author_facet	Achmad Fauzi, Abdul Wahab Zuraidah, Djauhari Usama Juniansyah, Fauzi
author_sort	Achmad Fauzi, Abdul Wahab
title	Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
title_short	Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
title_full	Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
title_fullStr	Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
title_full_unstemmed	Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive
title_sort	soil engineering properties improvement by utilization of cut waste plastic and crushed waste glass as additive
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/7004/ http://umpir.ump.edu.my/id/eprint/7004/1/fkasa-2014-achmad-Soil_Engineering_Properties.pdf
first_indexed	2023-09-18T22:03:14Z
last_indexed	2023-09-18T22:03:14Z
_version_	1777414537903865856

Soil Engineering Properties Improvement By Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive

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