Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement

California Bearing Ratio (CBR) test is a common test that had been used especially in Highway Engineering to find the soft sub-grade strength in pavement design. But most civil engineer always faced difficulties in obtained suitable soil stabilization to make the soft sub-grade have high CBR value....

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Main Author:	Syed Muhammad , Syed Kamil
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/10833/ http://umpir.ump.edu.my/id/eprint/10833/ http://umpir.ump.edu.my/id/eprint/10833/1/SYED%20MUHAMMAD%20BIN%20SYED%20KAMIL.PDF

id	ump-10833
recordtype	eprints
spelling	ump-108332015-10-19T03:20:57Z http://umpir.ump.edu.my/id/eprint/10833/ Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement Syed Muhammad , Syed Kamil TA Engineering (General). Civil engineering (General) California Bearing Ratio (CBR) test is a common test that had been used especially in Highway Engineering to find the soft sub-grade strength in pavement design. But most civil engineer always faced difficulties in obtained suitable soil stabilization to make the soft sub-grade have high CBR value. The main objective of this study is to evaluate the California Bearing Ratio (CBR) of the Kuantan clayed soil and to select the most suitable additive that can-be used as soil stabilization. In this study there are two phases of the laboratory testing which phase one is engineering properties of the soil. From this test we will get the plastic limit (PL), liquid Limit (LL), and plasticity index (PT) of the soil. In this phase also the sieve analysis of the soil is carried out. For the phase one, all the data will be compared and referred to the AASHTO and USCS standard as a guideline. The California Bearing Ratio (CBR) test will be carried out on phase two. In this phase, the procedure of the California Bearing Ratio (CBR) test procedure will be referred to BS 1277-4 1990 standard. From CBR test we will get the average CBR value needed to evaluate and compare with others in order to select the highest CBR value that can be recommended to be used as additive to the soil sample. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10833/1/SYED%20MUHAMMAD%20BIN%20SYED%20KAMIL.PDF Syed Muhammad , Syed Kamil (2013) Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84976&theme=UMP2
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) Syed Muhammad , Syed Kamil Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
description	California Bearing Ratio (CBR) test is a common test that had been used especially in Highway Engineering to find the soft sub-grade strength in pavement design. But most civil engineer always faced difficulties in obtained suitable soil stabilization to make the soft sub-grade have high CBR value. The main objective of this study is to evaluate the California Bearing Ratio (CBR) of the Kuantan clayed soil and to select the most suitable additive that can-be used as soil stabilization. In this study there are two phases of the laboratory testing which phase one is engineering properties of the soil. From this test we will get the plastic limit (PL), liquid Limit (LL), and plasticity index (PT) of the soil. In this phase also the sieve analysis of the soil is carried out. For the phase one, all the data will be compared and referred to the AASHTO and USCS standard as a guideline. The California Bearing Ratio (CBR) test will be carried out on phase two. In this phase, the procedure of the California Bearing Ratio (CBR) test procedure will be referred to BS 1277-4 1990 standard. From CBR test we will get the average CBR value needed to evaluate and compare with others in order to select the highest CBR value that can be recommended to be used as additive to the soil sample.
format	Undergraduates Project Papers
author	Syed Muhammad , Syed Kamil
author_facet	Syed Muhammad , Syed Kamil
author_sort	Syed Muhammad , Syed Kamil
title	Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
title_short	Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
title_full	Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
title_fullStr	Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
title_full_unstemmed	Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
title_sort	evaluation of california bearing ratio of kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/10833/ http://umpir.ump.edu.my/id/eprint/10833/ http://umpir.ump.edu.my/id/eprint/10833/1/SYED%20MUHAMMAD%20BIN%20SYED%20KAMIL.PDF
first_indexed	2023-09-18T22:10:53Z
last_indexed	2023-09-18T22:10:53Z
_version_	1777415019685740544

Evaluation of California bearing ratio of Kuantan clayey soils stabilized by recycled and reuse material mixed with portland cement

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