Feasibility study of high volume slag as cement replacement for sustainable structural lightweight oil palm shell concrete

Mo, K.H. and Alengaram, U.J. and Jumaat, M.Z. and Yap, S.P. (2015) Feasibility study of high volume slag as cement replacement for sustainable structural lightweight oil palm shell concrete. Journal of Cleaner Production, 91. pp. 297-304. ISSN 0959-6526

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This paper presents a study on the use of high volume slag as a cement replacement material, and waste oil palm shell (OPS) as a lightweight aggregate to produce a sustainable lightweight concrete (LWC). In order to establish the feasibility of such concrete for structural purposes, the first part of the paper deals with the investigation of the mechanical and bond properties of OPS concrete (OPSC) with varying slag content. The results showed that even though an increase in the slag content led to the reduction in the strength, the OPSC with slag as a 60 cement replacement material exhibited compressive and splitting tensile strengths of 25 and 2.3 MPa, respectively, which exceeded the minimum stipulated strength required for structural LWC. In addition, the use of 60 slag in OPSC showed significant benefits in terms of the reduced cement consumption with improvement in the strength efficiency by almost 2-fold compared to that without slag. On the other hand, it was found that the slag content, albeit as high as a 60 cement replacement level, did not show any significant adverse effects on the normalized bond strength, failure mode, bond strength-slip curve and slip at the ultimate bond strength of the OPSC. To further justify the suitability of the OSPC for structural application, the second part of the paper focuses on the experimental investigation of the flexural behaviour of the actual full-scale reinforced concrete beams. From the flexural tests, it was observed that there were no negative effects on the ultimate moment capacity, failure mode and moment-deflection behaviour of the reinforced concrete beams upon cement replacement with up to 60 slag. Therefore, the utilization of high volume slag-lightweight OPSC could be recommended for actual structural purposes. (C) 2014 Elsevier Ltd. All rights reserved.

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Additional Information: ISI Document Delivery No.: CD2WT Times Cited: 0 Cited Reference Count: 35 Cited References: Akcaozoglu S, 2011, CONSTR BUILD MATER, V25, P4052, DOI 10.1016/j.conbuildmat.2011.04.042 Alengaram UJ, 2013, CONSTR BUILD MATER, V38, P161, DOI 10.1016/j.conbuildmat.2012.08.026 Alengaram UJ, 2010, INT J PHYS SCI, V5, P1231 Arezoumandi M, 2013, CONSTR BUILD MATER, V40, P919, DOI 10.1016/j.conbuildmat.2012.11.105 Bijen J, 1996, CONSTR BUILD MATER, V10, P309, DOI 10.1016/0950-0618(95)00014-3 Blankendaal T, 2014, J CLEAN PROD, V66, P27, DOI 10.1016/j.jclepro.2013.10.012 Chao-Lung H, 2011, CONSTR BUILD MATER, V25, P3768, DOI 10.1016/j.conbuildmat.2011.04.009 Corinaldesi V, 2009, CONSTR BUILD MATER, V23, P2869, DOI 10.1016/j.conbuildmat.2009.02.004 Damtoft JS, 2008, CEMENT CONCRETE RES, V38, P115, DOI 10.1016/j.cemconres.2007.09.008 Flower DJM, 2007, INT J LIFE CYCLE ASS, V12, P282, DOI 10.1065/lca2007.05.327 Gesoglu M, 2004, CEMENT CONCRETE RES, V34, P1121, DOI 10.1016/j.cemconres.2003.11.024 Hamad BS, 1998, ACI MATER J, V95, P499 Hansen SB, 2014, INT J LIFE CYCLE ASS, V19, P558, DOI 10.1007/s11367-013-0672-3 Hossain KMA, 2008, J MATER CIVIL ENG, V20, P608, DOI 10.1061/(ASCE)0899-1561(2008)20:9(608) HWANG SJ, 1994, ACI STRUCT J, V91, P294 Karatas M, 2010, CAN J CIVIL ENG, V37, P420, DOI 10.1139/L09-159 Mo KH, 2014, CONSTR BUILD MATER, V55, P20, DOI 10.1016/j.conbuildmat.2013.12.103 Mo K.U., 2014, MAT STRUCT MOR A, 1992, ACI MATER J, V89, P76 Nanthagopalan P, 2011, CEMENT CONCRETE COMP, V33, P353, DOI 10.1016/j.cemconcomp.2010.11.005 Pelisser F, 2012, J CLEAN PROD, V23, P68, DOI 10.1016/j.jclepro.2011.10.010 Rai D, 2011, ENERGY, V36, P2271, DOI 10.1016/j.energy.2010.05.006 Shafigh P, 2010, INT J PHYS SCI, V5, P2127 Shafigh P, 2013, CONSTR BUILD MATER, V40, P231, DOI 10.1016/j.conbuildmat.2012.10.007 Shafigh P, 2013, MATER DESIGN, V49, P613, DOI 10.1016/j.matdes.2013.02.004 Shafigh P, 2014, MATER DESIGN, V60, P320, DOI 10.1016/j.matdes.2014.04.001 Sin LH, 2011, ACI STRUCT J, V108, P3 Stephan A, 2014, ENERGY, V74, P618, DOI 10.1016/j.energy.2014.07.028 Sun Y., 2014, ENERGY SWAMY RN, 1983, J AM CONCRETE I, V80, P414 Teo DCL, 2007, BUILD ENVIRON, V42, P2614, DOI 10.1016/j.buildenv.2006.06.013 Turk K, 2010, MATER STRUCT, V43, P557, DOI 10.1617/s11527-009-9511-1 Valipour M, 2014, J CLEAN PROD, V65, P418, DOI 10.1016/j.jclepro.2013.07.055 Xia JW, 2006, KEY ENG MAT, V302-303, P561 Yang K., 2014, J CLEAN PROD Mo, Kim Hung Alengaram, U. Johnson Jumaat, Mohd Zamin Yap, Soon Poh University of Malaya under the High Impact Research Grant (HIRG) UM.C/HIR/MOHE/ENG/02/D000002-16001 This research work was funded by the University of Malaya under the High Impact Research Grant (HIRG) No. UM.C/HIR/MOHE/ENG/02/D000002-16001 "Synthesis of Blast Resistant Structures". The authors are grateful to YTL Cement Bhd Group and Amsteel Mills Sdn Bhd for the supply of slag and steel reinforcing bars, respectively used in this study. 0 ELSEVIER SCI LTD OXFORD J CLEAN PROD
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 22 Sep 2015 00:17
Last Modified: 26 Sep 2018 11:53
URI: http://eprints.um.edu.my/id/eprint/14000

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