TY - JOUR
T1 - Mechanical characterisation and flexural performance of eco-friendly concrete produced with fly ash as cement replacement and coconut shell coarse aggregate
AU - Prakash, R.
AU - Thenmozhi, R.
AU - Raman, S. N.
N1 - Funding Information:
The authors would like to acknowledge the financial support Program TEQIP-II, as implemented by the National Project Implementation Unit (NPIU) of the Ministry of Human Resource Development, Government of India.
Publisher Copyright:
© 2019 Inderscience Enterprises Ltd.
Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2019
Y1 - 2019
N2 - The aim of this study is to investigate the effect of adding fly ash, an industrial by-product and coconut shell, an agricultural waste on the mechanical and flexural characteristics of eco-concrete. The study focuses on density, compressive strength, tensile strength and flexural behaviour of the coconut shell eco-concrete. Two different mixes are developed, one with coconut shell and the other with conventional aggregate and coconut shell as coarse aggregate. The cement content is replaced with class F fly ash at 0%, 10%, 20% and 30% by weight. The test result shows that the coconut shell concrete produced with 10% fly ash has recorded higher compressive, tensile strength than other proportions. Fly ash inclusion further reduces the density of coconut shell concrete. The higher deflection of coconut shell concrete before failure shows that it has failed in a ductile manner. The flexural behaviour is comparable with other lightweight concretes. It is suggested that an eco-friendly, cost effective structural lightweight concrete can be produced by using coconut shell and fly ash.
AB - The aim of this study is to investigate the effect of adding fly ash, an industrial by-product and coconut shell, an agricultural waste on the mechanical and flexural characteristics of eco-concrete. The study focuses on density, compressive strength, tensile strength and flexural behaviour of the coconut shell eco-concrete. Two different mixes are developed, one with coconut shell and the other with conventional aggregate and coconut shell as coarse aggregate. The cement content is replaced with class F fly ash at 0%, 10%, 20% and 30% by weight. The test result shows that the coconut shell concrete produced with 10% fly ash has recorded higher compressive, tensile strength than other proportions. Fly ash inclusion further reduces the density of coconut shell concrete. The higher deflection of coconut shell concrete before failure shows that it has failed in a ductile manner. The flexural behaviour is comparable with other lightweight concretes. It is suggested that an eco-friendly, cost effective structural lightweight concrete can be produced by using coconut shell and fly ash.
KW - Coconut shell aggregate
KW - Compressive strength
KW - Eco-concrete
KW - Flexural behaviour
KW - Fly ash
KW - Split tensile strength
UR - http://www.scopus.com/inward/record.url?scp=85065573469&partnerID=8YFLogxK
U2 - 10.1504/IJESD.2019.099491
DO - 10.1504/IJESD.2019.099491
M3 - Article
AN - SCOPUS:85065573469
SN - 1474-6778
VL - 18
SP - 131
EP - 148
JO - International Journal of Environment and Sustainable Development
JF - International Journal of Environment and Sustainable Development
IS - 2
ER -