Waste Valorisation using biochar for cement replacement and internal curing in ultra-high performance concrete

被引:152
作者
Dixit, Anjaneya [1 ]
Gupta, Souradeep [2 ]
Pang, Sze Dai [1 ]
Kua, Harn Wei [2 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore, Singapore
[2] Natl Univ Singapore, Sch Design & Environm, Dept Bldg, Singapore, Singapore
关键词
Ultra-high performance concrete (UHPC); Biochar; Internal curing; Hydration; Cement replacement; RUBBER-WOOD-SAWDUST; POTENTIAL USE; BLACK CARBON; HYDRATION; COMPOSITES; STRENGTH; SEQUESTRATION; PREDICTION; PYROLYSIS; ADMIXTURE;
D O I
10.1016/j.jclepro.2019.117876
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The degree of hydration in ultra-high performance concrete (UHPC) is known to be low due to low water-cement ratio, leading to a substantial portion of cement merely being an expensive filler. The study presented herein demonstrates the potential of biochar as a mineral additive for cement replacement in UHPC, enhancing hydration due to its internal curing and nucleation effects. Biochar was prepared by pyrolysis of locally available mixed wood saw dust and segregated into three size ranges: coarse (C): 250-500 mu m, medium (M): 125-250 mu m, and fine (F): smaller than 125 mu m. These were then used to replace cement at 2, 5 and 8% by weight in pre-soaked condition. The rate and total heat of hydration measured by isothermal calorimetry were consistently higher for biochar samples, with coarse biochar samples generating up to 30% more heat at 96-h mark compared to the control mix. The degree of hydration, estimated from thermo-gravimetric analysis using Bhatty's method, was found to increase from 42% (in control mix) to 59% (in samples with 5% by wt. fine biochar). Fine biochar at 5% replacement also showed comparable 28-days compressive strength (144 MPa) as the control mix (150 MPa). Microstructure of hydrated pastes studied through scanning electron microscopy showed deposition of cement hydrates on the surface and inside the surface pores of biochar, with dense interfacial transition zone, further suggesting the efficacy of biochar in improving hydration. (C) 2019 Elsevier Ltd. All rights reserved.
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页数:14
相关论文
共 65 条
[1]   High performance self-consolidating cementitious composites by using micro carbonized bamboo particles [J].
Ahmad, Sajjad ;
Khushnood, Rao Arsalan ;
Jagdale, Pravin ;
Tulliani, Jean-Marc ;
Ferro, Giuseppe Andrea .
MATERIALS & DESIGN, 2015, 76 :223-229
[2]  
Amziane S., 2013, Bio-aggregate-based building materials: applications to hemp concretes
[3]  
[Anonymous], JRC SCI TECHNICAL RE
[4]  
[Anonymous], ENV PROT DIV ANN REP
[5]   STRUCTURAL DAMAGE IN GRAPHITE OCCURRING DURING PORE SIZE MEASUREMENTS BY HIGH PRESSURE MERCURY [J].
BAKER, DJ ;
MORRIS, JB .
CARBON, 1971, 9 (05) :687-&
[6]   Chemical composition and bioavailability of thermally, altered Pinus resinosa (Red Pine) wood [J].
Baldock, JA ;
Smernik, RJ .
ORGANIC GEOCHEMISTRY, 2002, 33 (09) :1093-1109
[8]   New approaches to measuring biochar density and porosity [J].
Brewer, Catherine E. ;
Chuang, Victoria J. ;
Masiello, Caroline A. ;
Gonnermann, Helge ;
Gao, Xiaodong ;
Dugan, Brandon ;
Driver, Laura E. ;
Panzacchi, Pietro ;
Zygourakis, Kyriacos ;
Davies, Christian A. .
BIOMASS & BIOENERGY, 2014, 66 :176-185
[9]  
Choi Won-Chang, 2012, [Journal of The Korea Institute for Structural Maintenance and Inspection, 한국구조물진단유지관리공학회 논문집], V16, P67
[10]   Structure-mechanics property relationship of waste derived biochars [J].
Das, Oisik ;
Sarmah, Ajit K. ;
Bhattacharyya, Debes .
SCIENCE OF THE TOTAL ENVIRONMENT, 2015, 538 :611-620