Properties of high volume glass powder concrete

Abstract Mechanical and durability properties of concrete with cement replaced by finely grounded glass powder in high volume up to 60% were investigated. XRD and TGA analyses indicated that the fine glass powder reacted with calcium hydroxide to form calcium-silicate-hydrates. As such, the microstructures of concrete were more compact and homogeneous, especially at the interfacial transition zone. Concrete with cement replaced by 15% and 30% glass powder exhibited the highest strength increase and correspondingly the lowest porosity. Beyond a replacement of 30%, calcium hydroxide became insufficient for the pozzolanic reaction of glass powder. However, the high volume glass powder concrete retained distinct resistance against water and chloride ingress, due to the reduction in pore size and connectively. Reductions of 77%, 83%, 96%, 91% and 92% were observed respectively for water penetration depth, sorptivity, conductivity, chloride diffusion and migration coefficients in concrete with cement replaced by glass powder by 60%.

[1]  Kiang Hwee Tan,et al.  Waste glass powder as cement replacement in concrete , 2014 .

[2]  Kiang Hwee Tan,et al.  TRANSPORT PROPERTIES OF CONCRETE WITH GLASS POWDER AS SUPPLEMENTARY CEMENTITIOUS MATERIAL , 2014 .

[3]  T. Naik,et al.  Permeability of concrete containing large amounts of fly ash , 1994 .

[4]  K. Tan,et al.  Concrete with Recycled Glass as Fine Aggregates , 2014 .

[5]  N. Mohamed Sutan,et al.  Utilization of Waste Glass in Concrete , 2013 .

[6]  Sidney Diamond,et al.  Effects of two Danish flyashes on alkali contents of pore solutions of cement-flyash pastes , 1981 .

[7]  Karen L. Scrivener,et al.  Straight talk with Karen Scrivener on cements, CO2 and sustainable development , 2012 .

[8]  Keren Zheng,et al.  Pozzolanic reaction of glass powder and its role in controlling alkali–silica reaction , 2016 .

[9]  E. Bérodier,et al.  Impact of the supplementary cementitious materials on the kinetics and microstructural development of cement hydration , 2015 .

[10]  Luca Bertolini,et al.  Comparison of ground waste glass with other supplementary cementitious materials , 2014 .

[11]  Ahmad Shayan,et al.  Performance of glass powder as a pozzolanic material in concrete: A field trial on concrete slabs , 2006 .

[12]  Chi Sun Poon,et al.  Effects of crushed glass cullet sizes, casting methods and pozzolanic materials on ASR of concrete blocks , 2011 .

[13]  A. Matos,et al.  Durability of mortar using waste glass powder as cement replacement , 2012 .

[14]  N. Neithalath,et al.  Microstructure, strength, and moisture stability of alkali activated glass powder-based binders , 2014 .

[15]  Y. Yue,et al.  Physical performances of blended cements containing calcium aluminosilicate glass powder and limestone , 2011 .

[16]  Klaus Meyer,et al.  Porous solids and their characterization methods of investigation and application , 1994 .

[17]  Maria Chiara Bignozzi,et al.  Glass waste as supplementary cementing materials: The effects of glass chemical composition , 2015 .

[18]  Caijun Shi,et al.  Characteristics and pozzolanic reactivity of glass powders , 2005 .

[19]  Yixin Shao,et al.  Studies on concrete containing ground waste glass , 2000 .

[20]  Q. Zeng,et al.  Analysis of pore structure, contact angle and pore entrapment of blended cement pastes from mercury porosimetry data , 2012 .

[21]  S. Hanehara,et al.  Effects of water/powder ratio, mixing ratio of fly ash, and curing temperature on pozzolanic reaction of fly ash in cement paste , 2001 .

[22]  Ahmad Shayan,et al.  Value-added Utilisation of Waste Glass in Concrete , 2002 .

[23]  Goangseup Zi,et al.  Waste glass sludge as a partial cement replacement in mortar , 2015 .

[24]  Vitoldas Vaitkevičius,et al.  The effect of glass powder on the microstructure of ultra high performance concrete , 2014 .

[25]  Kiang Hwee Tan,et al.  Use of waste glass as sand in mortar: Part II – Alkali–silica reaction and mitigation methods , 2013 .

[26]  Julia A. Stegemann,et al.  Effect of supplementary cementing materials on the specific conductivity of pore solution and its implications on the rapid chloride permeability test (AASHTO T277 and ASTM C1202) results , 1998 .

[27]  İlker Bekir Topçu,et al.  Properties of concrete containing waste glass , 2004 .

[28]  Kyle A. Riding,et al.  Effect of Combined Glass Particles on Hydration in Cementitious Systems , 2015 .

[29]  N. Neithalath,et al.  Electrical conductivity based characterization of plain and coarse glass powder modified cement pastes , 2007 .

[30]  Kyle A. Riding,et al.  Influence of different particle sizes on reactivity of finely ground glass as supplementary cementitious material (SCM) , 2015 .

[31]  Kiang Hwee Tan,et al.  Effect of particle size on alkali–silica reaction in recycled glass mortars , 2014 .

[32]  R. Dhir,et al.  CHEMICAL REACTIONS OF GLASS CULLET USED AS CEMENT COMPONENT , 2001 .

[33]  Kyle A. Riding,et al.  Effect of curing temperature and glass type on the pozzolanic reactivity of glass powder , 2014 .

[34]  Chi Sun Poon,et al.  Feasible use of large volumes of GGBS in 100% recycled glass architectural mortar , 2014 .

[35]  Narayanan Neithalath,et al.  Influence of a fine glass powder on the durability characteristics of concrete and its comparison to fly ash , 2008 .

[36]  B. Lothenbach,et al.  Supplementary cementitious materials , 2011 .

[37]  Gregor Fischer,et al.  Investigating the Alkali Silica Reaction of Recycled Glass Aggregates in Concrete Materials , 2010 .

[38]  C. Pantano,et al.  Pozzolanic reactivity of recycled glass powder at elevated temperatures: Reaction stoichiometry, reaction products and effect of alkali activation , 2014 .

[39]  J. Bai,et al.  Metakaolin and calcined clays as pozzolans for concrete: a review , 2001 .

[40]  Kiang Hwee Tan,et al.  Use of waste glass as sand in mortar: Part I – Fresh, mechanical and durability properties , 2013 .