Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway

In general, clayey soil was used as material embankment 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 pa...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Kusbiantoro, Andri, Djauhari, Zuraidah, Fauzi, Usama Juniansyah
Format:	Conference or Workshop Item
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/6013/ http://umpir.ump.edu.my/id/eprint/6013/1/fkasa-2014-achmad-Kuantan_Clayey.pdf

id	ump-6013
recordtype	eprints
spelling	ump-60132018-02-19T07:26:16Z http://umpir.ump.edu.my/id/eprint/6013/ Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway Achmad Fauzi, Abdul Wahab Kusbiantoro, Andri Djauhari, Zuraidah Fauzi, Usama Juniansyah TA Engineering (General). Civil engineering (General) In general, clayey soil was used as material embankment 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 investigate the Kuantan clay properties so that can improve the embankment performance and to propose the engineering properties chart for utilization these soil as material embankment.This paper was evaluated and utilized of the engineering properties of Kuantan clayey soil as material embankment for roadway. The research were conducted soil engineering properties, standard compaction, four days soaked California Bearing Ratio (CBR) test to ten clayey soil samples from various sites in Kuantan. The 4 days soaked CBR of clayey soil samples were prepared at optimum water content. The chemical element was investigated by Integrated Electron Microscope and Energy-Dispersive X-Ray Spectroscopy (SEM-EDS) and linear regression analysis were used to anlyzing relation among engineering properties variables. 2014 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/6013/1/fkasa-2014-achmad-Kuantan_Clayey.pdf Achmad Fauzi, Abdul Wahab and Kusbiantoro, Andri and Djauhari, Zuraidah and Fauzi, Usama Juniansyah (2014) Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway. In: 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014), 24-25 may 2014 , Hainan University, China. pp. 1-5.. (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Achmad Fauzi, Abdul Wahab Kusbiantoro, Andri Djauhari, Zuraidah Fauzi, Usama Juniansyah Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
description	In general, clayey soil was used as material embankment 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 investigate the Kuantan clay properties so that can improve the embankment performance and to propose the engineering properties chart for utilization these soil as material embankment.This paper was evaluated and utilized of the engineering properties of Kuantan clayey soil as material embankment for roadway. The research were conducted soil engineering properties, standard compaction, four days soaked California Bearing Ratio (CBR) test to ten clayey soil samples from various sites in Kuantan. The 4 days soaked CBR of clayey soil samples were prepared at optimum water content. The chemical element was investigated by Integrated Electron Microscope and Energy-Dispersive X-Ray Spectroscopy (SEM-EDS) and linear regression analysis were used to anlyzing relation among engineering properties variables.
format	Conference or Workshop Item
author	Achmad Fauzi, Abdul Wahab Kusbiantoro, Andri Djauhari, Zuraidah Fauzi, Usama Juniansyah
author_facet	Achmad Fauzi, Abdul Wahab Kusbiantoro, Andri Djauhari, Zuraidah Fauzi, Usama Juniansyah
author_sort	Achmad Fauzi, Abdul Wahab
title	Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
title_short	Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
title_full	Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
title_fullStr	Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
title_full_unstemmed	Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway
title_sort	evaluation and utilization of kuantan clayey soil as material embankment for roadway
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/6013/ http://umpir.ump.edu.my/id/eprint/6013/1/fkasa-2014-achmad-Kuantan_Clayey.pdf
first_indexed	2023-09-18T22:01:30Z
last_indexed	2023-09-18T22:01:30Z
_version_	1777414429125640192

Evaluation and Utilization of Kuantan Clayey Soil as Material Embankment for Roadway

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