Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer

Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer

Stabilization is the process of blending and mixing materials with a soil to improve certain properties of the soil. This research is to study the relationship of Oil Palm Empty Fruit Brunches (OPEFB) ash mixed with Portland cements. The mixed additives between OPEFB ash and Portland cement accordin...

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Bibliographic Details
Main Author: Peter , Meredan
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/13592/
http://umpir.ump.edu.my/id/eprint/13592/
http://umpir.ump.edu.my/id/eprint/13592/1/PETER%20ANAK%20MEREDAN.pdf
id ump-13592
recordtype eprints
spelling ump-135922016-08-26T07:49:09Z http://umpir.ump.edu.my/id/eprint/13592/ Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer Peter , Meredan TA Engineering (General). Civil engineering (General) Stabilization is the process of blending and mixing materials with a soil to improve certain properties of the soil. This research is to study the relationship of Oil Palm Empty Fruit Brunches (OPEFB) ash mixed with Portland cements. The mixed additives between OPEFB ash and Portland cement according to ratio 2: 1 (3, 6 and 9 percent of OPEFB ash and mixed with 1.5, 3 and 4.5 percent Portland cement) for every of soil sample preparation. Clay soils are taken from Kuantan area (coordinate N 03'36.604' E 103' 19.322'). This thesis covered the engineering properties of soil sample such as sieve analysis, specific gravity, moisture content, Atterberg limit and standardproctor test. Meanwhile, for strength of soil it was covered by the California Bearing Ratio (CBR) test. The Kuantan clay soils can be classified as a kind of soils are highly compressible and have low strength. Maximum moisture content found in every percent of soil in Proctor test had used to prepare for California Bearing Ratio (CBR) test. The laboratory result show that the strength gain in stabilization mainly depends on two additives content and molding water content. 2012 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13592/1/PETER%20ANAK%20MEREDAN.pdf Peter , Meredan (2012) Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76411&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)
Peter , Meredan
Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
description Stabilization is the process of blending and mixing materials with a soil to improve certain properties of the soil. This research is to study the relationship of Oil Palm Empty Fruit Brunches (OPEFB) ash mixed with Portland cements. The mixed additives between OPEFB ash and Portland cement according to ratio 2: 1 (3, 6 and 9 percent of OPEFB ash and mixed with 1.5, 3 and 4.5 percent Portland cement) for every of soil sample preparation. Clay soils are taken from Kuantan area (coordinate N 03'36.604' E 103' 19.322'). This thesis covered the engineering properties of soil sample such as sieve analysis, specific gravity, moisture content, Atterberg limit and standardproctor test. Meanwhile, for strength of soil it was covered by the California Bearing Ratio (CBR) test. The Kuantan clay soils can be classified as a kind of soils are highly compressible and have low strength. Maximum moisture content found in every percent of soil in Proctor test had used to prepare for California Bearing Ratio (CBR) test. The laboratory result show that the strength gain in stabilization mainly depends on two additives content and molding water content.
format Undergraduates Project Papers
author Peter , Meredan
author_facet Peter , Meredan
author_sort Peter , Meredan
title Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
title_short Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
title_full Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
title_fullStr Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
title_full_unstemmed Kuantan clay subgrade stabilization by using oil palm empty fruit brunches (OPEFB) ash mixed with Portland cement as stabilizer
title_sort kuantan clay subgrade stabilization by using oil palm empty fruit brunches (opefb) ash mixed with portland cement as stabilizer
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/13592/
http://umpir.ump.edu.my/id/eprint/13592/
http://umpir.ump.edu.my/id/eprint/13592/1/PETER%20ANAK%20MEREDAN.pdf
first_indexed 2023-09-18T22:16:24Z
last_indexed 2023-09-18T22:16:24Z
_version_ 1777415366104842240

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