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.

COMPACTION PROPERTIES OF ORGANIC FOAMING WARM MIX ASPHALT

BIN MULIANA, MUHAMMAD FAREEZ (2018) COMPACTION PROPERTIES OF ORGANIC FOAMING WARM MIX ASPHALT. Universiti Teknologi PETRONAS. (Submitted)

[img] PDF
Restricted to Registered users only

Download (2116Kb)

Abstract

Warm Mix Asphalt (WMA) is a technology than can reduce the compaction and mixing temperature of asphalt binder by reducing the binder’s viscosity. This paper gives a detailed review regarding WMA from past researchers and practical experience from author in terms of compaction properties such as compaction and mixing temperature, air void, Marshall Stability and Flow, bulk density, specific gravity and many others. Moreover, this paper also states the different types of WMA additives, with its setbacks and benefits when using them which is essential for better understanding during application of WMA in pavement constructions. Marshall Mix Method and Testing was performed to analyze the difference in the compaction properties between conventional Hot Mix Asphalt (HMA) and Warm Mix asphalt. In this research, binder asphalt concrete mix of AC10 was used as design parameters. For zeolite content, 3%, 5% and 7% by weight of binder was used as design parameters to analyze the properties of WMA. As for HMA, the temperatures of 130°C and 160°C was used as compaction temperature to assess the behavior of HMA at lower temperatures. Thus, a total of 5 design parameters which is HMA @ 160°C, HMA @ 130°C, WMA 3% Zeolite @ 130°C, WMA Zeolite content, 5% Zeolite content @ 130°C and WMA 7% Zeolite content @ 130°C will be subjected to Marshall testing. Each parameters will undergo 75 blows of Marshall Compactor. The outcome of the results are discussed on later part of study.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Environmental - Wastewater treatment
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 22 Nov 2018 14:38
Last Modified: 22 Nov 2018 14:38
URI: http://utpedia.utp.edu.my/id/eprint/18130

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...