Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

Pull Out Tension Capacity of Self Compacting Concrete Containing Rice Husk Ash

Ramlan , Mohd Affendi (2008) Pull Out Tension Capacity of Self Compacting Concrete Containing Rice Husk Ash. Universiti Teknologi Petronas. (Unpublished)

[img] PDF
Download (3238Kb)

Abstract

Self-compacting concrete (SCC) is a relatively new kind of high performance concrete product that sees the addition of superplasticiser and a stabilizer to the concrete mix to significantly increase the ease and rate of flow. By its very nature, self-compacting concrete (SCC) does not require vibration. It achieves compaction into every part of the mould or formwork simply by means of its own weight without any segregation of the coarse aggregate. For normal high strength concrete, bonding between concrete and rebar can be considered relatively high due to vibration process. The study related to the shear bond properties of self-compacting concrete and rebar. In additional, the self-compactingconcrete added with admixture namely rice husk ash (RHA). Incidentally, this study focused on the performance of self-compacting-concrete with rice husk ash (RHA) in different three water-to-cement ratio for finding the optimum value of the ratio. Since this study involves rebar and concrete, the performance measured with pull-out-test. The pullout technique measures quantitatively the in-situ strength of the self-compacting concrete when proper correlations have been made. At the end of this investigation, it is identified the optimum water-to-cement ratio and super plasticizers in self-compacting concrete (SCC) for maximum bonding stress between concrete and rebar. It is also to identify the effect of rice husk ash (RHA) as filler in self-compacting concrete (SCC)

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Structures, materials and construction
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 30 Sep 2013 16:55
Last Modified: 25 Jan 2017 09:44
URI: http://utpedia.utp.edu.my/id/eprint/7355

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...