Effects of high-pressure/temperature curing on reactive powder concrete microstructure formation

被引:90
作者
Helmi, Masdar [1 ,2 ]
Hall, Matthew R. [1 ,3 ]
Stevens, Lee A. [1 ]
Rigby, Sean P. [4 ]
机构
[1] Univ Nottingham, Fac Engn, Nottingham Ctr Geomech, Div Mat Mech & Struct, Nottingham NG7 2RD, England
[2] Univ Lampung, Fac Engn, Dept Civil Engn, Lampung 35135, Indonesia
[3] British Geol Survey, Ctr Environm Sci, Keyworth NG12 5GG, Notts, England
[4] Univ Nottingham, Fac Engn, Div Mfg & Proc Technol, Nottingham NG7 2RD, England
关键词
Reactive powder concrete; Thermal treatment; Pore size distribution; SEM; Interfacial transition zone; MECHANICAL-PROPERTIES; SILICA FUME; CEMENT PASTE; FLY-ASH; PACKING; DENSITY;
D O I
10.1016/j.conbuildmat.2015.12.147
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reactive powder concrete (RPC) comprises cement with quartz sand, superplasticizer, silica fume, and water which is processed by heat curing and/or pressure. This paper presents the effect of treatments (static pressure of 8 MPa and heat curing at 240 degrees C for 48 h) on microstructure formation. Results indicated that pressure decreased the total pore volume, but increased the capillary pore volume due to the movement of grains. The space created could allow additional C-S-H growth during hydration (and later pozzolonic reaction). Heat treatment accelerated the propagation of microcracks (formed during shrinkage) due to thermal expansion of the solid phases, volumetric expansion of the air and increased pressure within entrapped voids. It induced further crystalline hydrate formation inside the capillary pore network. Pressure following by heat curing treatment firstly increased the capillary pore volume and then accelerated both the hydration and pozzolonic reactions with subsequent increased in skeletal density. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:554 / 562
页数:9
相关论文
共 34 条
[1]   The use of thermal analysis in assessing the effect of temperature on a cement paste [J].
Alarcon-Ruiz, L ;
Platret, G ;
Massieu, E ;
Ehrlacher, A .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (03) :609-613
[2]   Composition and density of nanoscale calcium-silicate-hydrate in cement [J].
Allen, Andrew J. ;
Thomas, Jeffrey J. ;
Jennings, Hamlin M. .
NATURE MATERIALS, 2007, 6 (04) :311-316
[3]  
[Anonymous], 1971 BS EN
[4]  
[Anonymous], P 33 CEM CONCR SCI C
[5]  
[Anonymous], CONSTRUCTION MAT THE
[6]  
[Anonymous], J MAT CIVIL ENG
[7]  
[Anonymous], AUSTROADS C
[8]  
[Anonymous], 2013, P 3 INT C SUST CONST
[9]   Precast, prestressed pedestrian bridge - World's first reactive powder concrete structure [J].
Blais, PY ;
Couture, M .
PCI JOURNAL, 1999, 44 (05) :60-71
[10]   Characterization of the granular packing and percolation threshold of reactive powder concrete [J].
Bonneau, O ;
Vernet, C ;
Moranville, M ;
Aïtcin, PC .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (12) :1861-1867