Mechanical properties of concrete containing 15% and 20% of textile wastewater

Textile industry is one of the most important and rapidly developing industrial sectors in Malaysia.It has a high effect in terms of its environmental impact in producing highly polluted discharge water in large amounts.Textile mills in Malaysia are required to control their discharge and therefore...

Full description

Bibliographic Details
Main Author: Muhamad Aizat, Lengah
Format: Undergraduates Project Papers
Language:English
Published: 2010
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/5142/1/CD5149.pdf
_version_ 1796989925570117632
author Muhamad Aizat, Lengah
author_facet Muhamad Aizat, Lengah
author_sort Muhamad Aizat, Lengah
collection UMP
description Textile industry is one of the most important and rapidly developing industrial sectors in Malaysia.It has a high effect in terms of its environmental impact in producing highly polluted discharge water in large amounts.Textile mills in Malaysia are required to control their discharge and therefore have started installing treatment plants in the name of environmental protection.Besides that,concrete are the most widely used man-made construction material and playing important part in all building.It can be defined as a composite material composed of a coarse granular material embedded in a hard matrix of material(cement or binder)that fills the space between the particles and bond together.Many researchers have been done to produce concrete which is economic as possible.The environmental regulation have initiated in increasing interest in using wastewater as a construction materials partially replacing the tap water in concrete structures.In this study,the idea is replacing tap water with textile wastewater(WWC)as concrete material.The objective of this study concentrates on mechanical properties that are compressive and flexural strength of concrete with WWC.There are two different percentages of WWC which is 15% and 20% were used to replaced the tap water and were tested at 7 and 28 days.The strength of normal concrete as a control mix has been compared with the concrete with WWC.The result revealed that the normal concrete presented the highest compressive and flexural strength and the followed by concrete with 15% and 20% WWC but have the potential to increase from 15% to 20% WWC.As a conclusion, WWC will increases the compressive and flexural strength of concrete but still need suitable percentage to be targeted for concrete used in construction.
first_indexed 2024-03-06T11:44:14Z
format Undergraduates Project Papers
id UMPir5142
institution Universiti Malaysia Pahang
language English
last_indexed 2024-03-06T11:44:14Z
publishDate 2010
record_format dspace
spelling UMPir51422021-06-23T06:56:27Z http://umpir.ump.edu.my/id/eprint/5142/ Mechanical properties of concrete containing 15% and 20% of textile wastewater Muhamad Aizat, Lengah TA Engineering (General). Civil engineering (General) Textile industry is one of the most important and rapidly developing industrial sectors in Malaysia.It has a high effect in terms of its environmental impact in producing highly polluted discharge water in large amounts.Textile mills in Malaysia are required to control their discharge and therefore have started installing treatment plants in the name of environmental protection.Besides that,concrete are the most widely used man-made construction material and playing important part in all building.It can be defined as a composite material composed of a coarse granular material embedded in a hard matrix of material(cement or binder)that fills the space between the particles and bond together.Many researchers have been done to produce concrete which is economic as possible.The environmental regulation have initiated in increasing interest in using wastewater as a construction materials partially replacing the tap water in concrete structures.In this study,the idea is replacing tap water with textile wastewater(WWC)as concrete material.The objective of this study concentrates on mechanical properties that are compressive and flexural strength of concrete with WWC.There are two different percentages of WWC which is 15% and 20% were used to replaced the tap water and were tested at 7 and 28 days.The strength of normal concrete as a control mix has been compared with the concrete with WWC.The result revealed that the normal concrete presented the highest compressive and flexural strength and the followed by concrete with 15% and 20% WWC but have the potential to increase from 15% to 20% WWC.As a conclusion, WWC will increases the compressive and flexural strength of concrete but still need suitable percentage to be targeted for concrete used in construction. 2010-12 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/5142/1/CD5149.pdf Muhamad Aizat, Lengah (2010) Mechanical properties of concrete containing 15% and 20% of textile wastewater. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
spellingShingle TA Engineering (General). Civil engineering (General)
Muhamad Aizat, Lengah
Mechanical properties of concrete containing 15% and 20% of textile wastewater
title Mechanical properties of concrete containing 15% and 20% of textile wastewater
title_full Mechanical properties of concrete containing 15% and 20% of textile wastewater
title_fullStr Mechanical properties of concrete containing 15% and 20% of textile wastewater
title_full_unstemmed Mechanical properties of concrete containing 15% and 20% of textile wastewater
title_short Mechanical properties of concrete containing 15% and 20% of textile wastewater
title_sort mechanical properties of concrete containing 15 and 20 of textile wastewater
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/5142/1/CD5149.pdf
work_keys_str_mv AT muhamadaizatlengah mechanicalpropertiesofconcretecontaining15and20oftextilewastewater