CLC number: TU502
On-line Access: 2015-01-04
Received: 2014-06-16
Revision Accepted: 2014-12-01
Crosschecked: 2014-12-18
Cited: 7
Clicked: 8050
Kah Yen Foong, U. Johnson Alengaram, Mohd Zamin Jumaat, Kim Hung Mo. Enhancement of the mechanical properties of lightweight oil palm shell concrete using rice husk ash and manufactured sand[J]. Journal of Zhejiang University Science A, 2015, 16(1): 59-69.
@article{title="Enhancement of the mechanical properties of lightweight oil palm shell concrete using rice husk ash and manufactured sand",
author="Kah Yen Foong, U. Johnson Alengaram, Mohd Zamin Jumaat, Kim Hung Mo",
journal="Journal of Zhejiang University Science A",
volume="16",
number="1",
pages="59-69",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1400175"
}
%0 Journal Article
%T Enhancement of the mechanical properties of lightweight oil palm shell concrete using rice husk ash and manufactured sand
%A Kah Yen Foong
%A U. Johnson Alengaram
%A Mohd Zamin Jumaat
%A Kim Hung Mo
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 1
%P 59-69
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1400175
TY - JOUR
T1 - Enhancement of the mechanical properties of lightweight oil palm shell concrete using rice husk ash and manufactured sand
A1 - Kah Yen Foong
A1 - U. Johnson Alengaram
A1 - Mohd Zamin Jumaat
A1 - Kim Hung Mo
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 1
SP - 59
EP - 69
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1400175
Abstract: This study explores the use of rice husk ash (RHA) and manufactured sand (M-sand) as replacements for cement and fine aggregate, respectively, in lightweight oil palm shell concrete (OPSC). In the first stage of this study, the effect of various cement replacement levels, with RHA (5%, 10%, 15%, and 20%) and 100% sand replacement with M-sand and quarry dust (QD), on the compressive strength of OPSC was investigated. The results showed that the highest compressive strength of OPSC of about 51.49 MPa was achieved with the use of 15% RHA and M-sand. In the second stage of the work, the variables of RHA (0 and 15%) and M-sand (0, 50%, and 100%) were used to investigate their combined effects on the mechanical properties of OPSC. It was found that the combination of 15% RHA and 100% M-sand gave the best performance of OPSC in terms of mechanical properties, such as compressive, splitting tensile, flexural strength, and Young’s modulus.
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