Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2013, Vol. 7 Issue (4): 419-428   https://doi.org/10.1007/s11709-013-0224-8
  RESEARCH ARTICLE 本期目录
Recycled glass replacement as fine aggregate in self-compacting concrete
Recycled glass replacement as fine aggregate in self-compacting concrete
Yasser SHARIFI(), Mahmoud HOUSHIAR, Behnam AGHEBATI
Department of Civil Engineering, Vali-e-Asr University of Rafsanjan, Rafsanjan, Iran
 全文: PDF(390 KB)   HTML
Abstract

With increasing environmental pressure to reduce solid waste and to recycle as much as possible, the concrete industry has adopted a number of methods to achieve this goal by replacement of waste glass with concrete composition materials. Due to differences in mixture design, placement and consolidation techniques, the strength and durability of Self Compacting Concrete (SCC) may be different than those of conventional concrete. Therefore, replacement of waste glass with fine aggregate in SCC should deeply be investigated compared to conventional concretes. The aim of the present study is to investigate the effect of glass replacement with fine aggregate on the SCC properties. In present study, fine aggregate has been replaced with waste glass in six different weight ratios ranging from 0% to 50%. Fresh results indicate that the flow-ability characteristics have been increased as the waste glass incorporated to paste volume. Nevertheless, compressive, flexural and splitting strengths of concrete containing waste glass have been shown to decrease when the content of waste glass is increased. The strength reduction of concrete in different glass replacement ratios is not remarkable, thus it can be produced SCC with waste glass as fine aggregate in a standard manner.

Key wordsSelf Compacting Concrete (SCC)    recycle glass    fine aggregate    fresh and hardened properties
收稿日期: 2013-06-14      出版日期: 2013-12-05
Corresponding Author(s): SHARIFI Yasser,Email:yasser_sharifi@yahoo.com   
 引用本文:   
. Recycled glass replacement as fine aggregate in self-compacting concrete[J]. Frontiers of Structural and Civil Engineering, 2013, 7(4): 419-428.
Yasser SHARIFI, Mahmoud HOUSHIAR, Behnam AGHEBATI. Recycled glass replacement as fine aggregate in self-compacting concrete. Front Struc Civil Eng, 2013, 7(4): 419-428.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-013-0224-8
https://academic.hep.com.cn/fsce/CN/Y2013/V7/I4/419
propertiesitemsvalue
chemical properties%silicon dioxide (SiO2)21.74
aluminum oxide (Al2O3)5.00
ferric oxide (Fe2O3)4.00
calcium oxide (CaO)63.04
magnesium oxide (MgO)2.00
sulfur trioxide (SO3)2.30
sodium oxide (Na2O)1.00
potassium oxide (K2O)
loss on ignition1.30
mechanical propertiesspecific density/(g·cm-3)3.15
specific surface area/(cm2·g-1)2900
setting time (final)/min170
setting time (initial)/min120
autoclave expansion/%0.1
compressive strength /(kg·cm-2)2203 days
2757 days
38028 days
Tab.1  
propertiesitemsvalue
physical propertiescolorlight gray
particle size (micron)35
bulk density (ton/m3)1.2
chemical properties /%silicon dioxide (SiO2)97.59
calcium oxide (CaO)0.26
magnesium oxide (MgO)0.13
aluminum oxide (Al2O3)0.37
sodium oxide (Na2O)0.1
P2O50.11
ferric oxide (Fe2O3)0.73
potassium oxide (K2O)0.06
loss on ignition0.6
Tab.2  
itemsfinecoarse
density/(gr·cm-3)2.772.73
unit weight (kg·m-3)18501750
water absorption/%1.10.8
Tab.3  
Fig.1  
propertiesitemsvalue
chemical properties /%silicon dioxide (SiO2)70.50
aluminum oxide (Al2O3)2.60
ferric oxide (Fe2O3)-
calcium oxide (CaO)5.70
magnesium oxide (MgO)2.90
sulfur trioxide (SO3)0.20
sodium oxide (Na2O)16.301.20
potassium oxide (K2O)
loss on ignition-
mechanical propertiesavg. bending strength short-term/(kg·cm-2)500
avg. bending strength long-term/(kg·cm-2)100
density/(gr·cm-3)2.5
Tab.4  
sieve/mmpercentage of passing/%
2.3679.50
1.1871.00
0.6077.00
0.3082.00
Tab.5  
itemsvalue
colorlight brown
typepolymeric compounds
the amount of chloride0%
density (kg/lit)1.05±0.02
PH5±1
slag0%
Tab.6  
Mix No.designationW/Ccement/(kg·m-3)silica fume/(kg·m-3)fine aggregate (FA)/(kg·m-3)course aggregate/(kg·m-3)super plasticizera)
sandglass
Mix 1100% FA0.5203605850-6902.5
Mix 290%FA+ 10%glass0.5203605765856902.5
Mix 380%FA+ 20%glass0.52036056801706902.8
Mix 470%FA+ 30%glass0.52036055952556902.9
Mix 560%FA+ 40%glass0.52036055103406903
Mix 650%FA+ 50%glass0.52036054254256903.1
Tab.7  
Fig.2  
Fig.3  
test methodunittypical range of values
minmax
slump flowmm650800
V-funnelsecond612
L-box (H2/H1)-0.81.0
J-ringmm010
Tab.8  
Fig.4  
Mix No.slump flowL-box ratioV-funnelJ-ring
final diameter /mmH2/H1 ratiofinal time/sfinal diameter (spread)/mm
Mix 16950.9418.95580
Mix 27100.8411.50665
Mix 37200.8216.33605
Mix 47250.8115.31665
Mix 57350.8013.24612
Mix 66550.8212.58585
Tab.9  
Fig.5  
Fig.6  
Fig.7  
Mix No.compressive strength/MPaflexural strength/MPasplitting strength/MPadensity/(kg·m-3)
3 days7 days14 days28 days
Mix 126.8839.6944.7148.514.053.102414.53
Mix 226.4639.0144.1447.094.083.442300.85
Mix 325.1938.0643.8646.923.873.372391.48
Mix 423.1537.2443.3945.643.692.992382.60
Mix 522.7336.0542.9645.043.642.932378.12
Mix 619.2035.8641.8844.523.442.922383.54
Tab.10  
Fig.8  
Fig.9  
1 Okamura H, Ozawa K. Mix design for self-compacting concrete. Concrete Library JSCE , 1995: 107–20 .
2 Ozawa K, Sakata N, Okamura H. Evaluation of self-compact ability of fresh concrete using the funnel test. Concrete Library JSCE , 1995, 59–75
3 Pathak N, Siddique R. Effect of elevated temperatures on properties of self-compacting concrete containing fly ash and spent foundry sand. Construction & Building Materials , 2012, 34: 512–521
doi: 10.1016/j.conbuildmat.2012.02.026
4 Wang H Y. A study of the effects of LCD glass sand on the properties of concrete. Waste Management (New York, NY) , 2009, 29(1): 335–341
doi: 10.1016/j.wasman.2008.03.005
5 Byars E A, Morales-Hernandez B, Zhu H Y. Waste glass as concrete aggregate and pozzolan. Concrete Journal , 2004, 38(1): 41–44
6 Shi C, Wu Y, Riefler C, Wang H. Characteristics and pozzolanic reactivity of glass powders. Cement and Concrete Research , 2005, 35(5): 987–993
doi: 10.1016/j.cemconres.2004.05.015
7 Xie Z, Xi Y. Use of recycled glass as raw materials in the manufacture of Portland cement. Materials and Structures , 2002, 35(8): 510–515
doi: 10.1007/BF02483139
8 Corinaldesi V, Gnappi G, Moriconi G, Montenero A. Reuse of ground waste glass as aggregate for mortars. Waste Management , 2005, 25(2): 197–201
doi: 10.1016/j.wasman.2004.12.009
9 Chen C H, Huang R, Wu J K, Yang C C. Waste E-glass particles used in cementations mixtures. Cement and Concrete Research , 2006, 36(3): 449–456
doi: 10.1016/j.cemconres.2005.12.010
10 Wang A Q, Zhang C Z, Tang M S, Zhang N S. ASR in mortar bars containing silica glass in combination with high alkali and high fly ash contents. Cement and Concrete Composites , 1999, 21(5–6): 375–381
11 Park S B, Lee B C, Kim J H. Studies on mechanical properties of concrete containing waste glass aggregate. Cement and Concrete Research , 2004, 34(12): 2181–2189
doi: 10.1016/j.cemconres.2004.02.006
12 Topc L B, Canbaz M. Properties of concrete containing waste glass. Cement and Concrete Research , 2004, 34(2): 267–274
doi: 10.1016/j.cemconres.2003.07.003
13 Lam C S, Poon C S, Chan D. Enhancing the performance of pre-cast concrete blocks by incorporating waste glass–ASR consideration. Cement and Concrete Composites , 2007, 29(8): 616–625
doi: 10.1016/j.cemconcomp.2007.03.008
14 Meyer C, Egosi N, Andela C. Concrete with waste glass as aggregate. In: Dhir, Dyer and Limbachiya, eds. Recycling and Re-use of Glass Cullet. Proceedings of the international symposium concrete technology unit of ASCE and University of Dundee . March 2001, 19–20
15 Kou S C, Poon C S. Properties of self-compacting concrete prepared with recycled glass aggregate. Cement and Concrete Composites , 2009, 31(2): 107–113
doi: 10.1016/j.cemconcomp.2008.12.002
16 Liu M. Incorporating ground glass in self-compacting concrete. Construction & Building Materials , 2011, 25(2): 919–925
doi: 10.1016/j.conbuildmat.2010.06.092
17 Ling T C, Poon S, Wong H W. Management and recycling of waste glass in concrete products: Current situations in Hong Kong. Resources, Conservation and Recycling , 2013, 70: 25–31
doi: 10.1016/j.resconrec.2012.10.006
18 Wang H Y, Huang W L. Durability of self-consolidating concrete using waste LCD glass. Construction & Building Materials , 2010, 24(6): 1008–1013
doi: 10.1016/j.conbuildmat.2009.11.018
19 Wang H Y, Huang W L. A study on the properties of fresh self-consolidating glass concrete (SCGC). Construction & Building Materials , 2010, 24(4): 619–624
doi: 10.1016/j.conbuildmat.2009.08.047
20 Ali E E, Al-Tersawy S H. Recycled glass as a partial replacement for fine aggregate in self compacting concrete. Construction & Building Materials , 2012, 35: 785–791
doi: 10.1016/j.conbuildmat.2012.04.117
21 Cassar J, Camilleri J. Utilisation of imploded glass in structural concrete. Construction & Building Materials , 2012, 29: 299–307
doi: 10.1016/j.conbuildmat.2011.10.005
22 EFNARC. Specification and guidelines for self-compacting concrete. European Association for Producers and Applicators of Specialist Building Products (EFNARC) , 2005
23 Li J B, Xiao J Z, Huang J. Influence of recycled coarse aggregate replacement percentage on compressive strength of concrete. Chinese J Build Mater , 2006, 9(3): 297–301 (in Chinese)
24 Tang J. Preliminary study on compressive strength of recycled aggregate concrete. Sichuan Build Sci , 2007, 33(4): 183–186 (in Chinese)
25 Jin C, Wang X P, Akinkurolere O O, Jiang C R. Experimental research on the conversion relationships between the mechanical performance indexes of recycled concrete. Chinese Concr J , 2008, 49(11): 37–39 (in Chinese)
26 Kou S C, Poon C S, Chan D. Influence of fly ash as cement replacement on the properties of recycled aggregate concrete. Journal of Materials in Civil Engineering , 2007, 19(9): 709–717
doi: 10.1061/(ASCE)0899-1561(2007)19:9(709)
27 Xiao J Z, Li J B. Study on relationships between strength indexes of recycled concrete. Chinese J Build Mater , 2005, 9(2): 197–201 (in Chinese)
28 Hu M P. Mechanical properties of concrete prepared with different recycled coarse aggregates replacement rate. Chinese Concr J , 2007, 2: 52–54 (in Chinese)
29 Cheng G Y. Experimental study on the basic performance of recycled aggregate concrete with different displacement ratio. Chinese Concr J , 2005, 11: 67–70 (in Chinese)
30 Top?u I B, Sengel S. Properties of concretes produced with waste concrete aggregate. Cement and Concrete Research , 2004, 34(8): 1307–1312
doi: 10.1016/j.cemconres.2003.12.019
31 Sri Ravindrarajah R, Tam C T. Properties of concrete made with crushed concrete as coarse aggregate. Magazine of Concrete Research , 1985, 37(130): 29–38
doi: 10.1680/macr.1985.37.130.29
32 Shi X S, Wang Q Y, Qiu C C, Zhao X L. Experimental study on the properties of recycled aggregate concrete with different replacement ratios from earthquake-stricken area. J Sichuan Univ , 2010, 49(Supp 1): 170–176 (in Chinese)
33 Zhou J H, He H J, Meng X H, Yang Y Z. Basic Mechanical Properties of Recycled Concrete Experimental Study. J Shenyang Jianzhu Univ , 2010, 26(3): 464–468 (in Chinese)
34 Sri Ravindrarajah R, Loo Y H, Tam C T. Recycled concrete as fine and coarse aggregates in concrete. Magazine of Concrete Research , 1987, 39(141): 214–220
doi: 10.1680/macr.1987.39.141.214
35 Tabsh S W, Abdelfatah A S. Influence of recycled concrete aggregates on strength properties of concrete. Construction & Building Materials , 2009, 23(2): 1163–1167
doi: 10.1016/j.conbuildmat.2008.06.007
36 Xiao J, Li W, Fan Y, Huang X. An overview of study on recycled aggregate concrete in China (1996–2011). Construction & Building Materials , 2012, 31: 364–383
doi: 10.1016/j.conbuildmat.2011.12.074
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed