Cover Image

Compressive strength of concrete using glass powder as a filler replacement

A lot of researches have been done to improve the quality of concrete that can be used in long term period and design a more economic concrete for the construction. Using waste glass as a construction material is a good way to help the environment. The purpose of this study focused on the physical p...

Full description

Saved in:
Bibliographic Details
Main Author: Nur Shahira Diana , Salehuddin
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/7927/1/NUR_SHAHIRA_DIANA_BINTI_SALEHUDDIN.PDF
http://umpir.ump.edu.my/id/eprint/7927/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.ump.umpir.7927
record_format eprints
spelling my.ump.umpir.79272021-06-09T03:11:58Z http://umpir.ump.edu.my/id/eprint/7927/ Compressive strength of concrete using glass powder as a filler replacement Nur Shahira Diana , Salehuddin TA Engineering (General). Civil engineering (General) A lot of researches have been done to improve the quality of concrete that can be used in long term period and design a more economic concrete for the construction. Using waste glass as a construction material is a good way to help the environment. The purpose of this study focused on the physical properties of concrete in terms of workability and compressive strength after added the glass powder as a sand replacement. 27 samples of concrete including control samples were prepared for this study. Concrete were designed based on grade 30 at a 28 days and water cement ratio is 0.55. Glass powder was used as a replacement material for sand in proportion 10 % and 20 %. Control samples are used as a guide and the result will be compared with the data of control samples. The average result of slump test for control samples is 30 mm in a range 30-60 mm The average value of compression test for control samples is 34.10 N/mm 2 at a 28 days and it's achieve the target value for concrete grade 30. The experimental results are compared with the control samples have the lower strength with the increasing of the glass powder that replace in sand. Average workability value for samples 10 % and 20 % is 115 mm and 120 mm respectively which is the higher workability. Concrete utilizing glass powder demonstrated a higher mod failure pattern with the lower strength that may caused from the Alkali Silica Reaction in concrete. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7927/1/NUR_SHAHIRA_DIANA_BINTI_SALEHUDDIN.PDF Nur Shahira Diana , Salehuddin (2012) Compressive strength of concrete using glass powder as a filler replacement. Faculty of Civil Engineering and Earth Resources , Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nur Shahira Diana , Salehuddin
Compressive strength of concrete using glass powder as a filler replacement
description A lot of researches have been done to improve the quality of concrete that can be used in long term period and design a more economic concrete for the construction. Using waste glass as a construction material is a good way to help the environment. The purpose of this study focused on the physical properties of concrete in terms of workability and compressive strength after added the glass powder as a sand replacement. 27 samples of concrete including control samples were prepared for this study. Concrete were designed based on grade 30 at a 28 days and water cement ratio is 0.55. Glass powder was used as a replacement material for sand in proportion 10 % and 20 %. Control samples are used as a guide and the result will be compared with the data of control samples. The average result of slump test for control samples is 30 mm in a range 30-60 mm The average value of compression test for control samples is 34.10 N/mm 2 at a 28 days and it's achieve the target value for concrete grade 30. The experimental results are compared with the control samples have the lower strength with the increasing of the glass powder that replace in sand. Average workability value for samples 10 % and 20 % is 115 mm and 120 mm respectively which is the higher workability. Concrete utilizing glass powder demonstrated a higher mod failure pattern with the lower strength that may caused from the Alkali Silica Reaction in concrete.
format Undergraduates Project Papers
author Nur Shahira Diana , Salehuddin
author_facet Nur Shahira Diana , Salehuddin
author_sort Nur Shahira Diana , Salehuddin
title Compressive strength of concrete using glass powder as a filler replacement
title_short Compressive strength of concrete using glass powder as a filler replacement
title_full Compressive strength of concrete using glass powder as a filler replacement
title_fullStr Compressive strength of concrete using glass powder as a filler replacement
title_full_unstemmed Compressive strength of concrete using glass powder as a filler replacement
title_sort compressive strength of concrete using glass powder as a filler replacement
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/7927/1/NUR_SHAHIRA_DIANA_BINTI_SALEHUDDIN.PDF
http://umpir.ump.edu.my/id/eprint/7927/
_version_ 1702170093962657792
score 13.211869

Similar Items