Experimental and mechanical performance of shotcrete made with nanomaterials and fiber reinforcement

•Nano-SiO2 prevent the diffusion of external destructive factors into the concrete and improve the durability.•Nano-Al2O3 acts as filler for improving the pozzolanic reaction in the concrete.•Limit the durability impact and cracking due to shrinkage effects, sprayable the modified shotcrete.•The eff...

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Published inConstruction & building materials Vol. 165; pp. 199 - 205
Main Authors Khooshechin, Maryam, Tanzadeh, Javad
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 20.03.2018
Elsevier B.V
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Abstract •Nano-SiO2 prevent the diffusion of external destructive factors into the concrete and improve the durability.•Nano-Al2O3 acts as filler for improving the pozzolanic reaction in the concrete.•Limit the durability impact and cracking due to shrinkage effects, sprayable the modified shotcrete.•The effect of glass fiber has been done to prevent cracking, in the shotcrete.•The increase in the flexibility properties of shotcrete due to glass fiber is an important consideration. Studying the application of nanomaterial in cement matrixes is a new subject which has attracted the attention of researchers. Development of engineered cementitious composite has produced a solution to numerous shotcrete application challenges. In this study, mechanical tests were conducted to evaluate the strength of the concrete modified by fibers and nanomaterials in terms of comparison with conventional concrete and shotcrete. It is included in the application of Nano-Al2O3 and Nano-SiO2, which are some of the cement constituent. With proper homogenization, Nano-Al2O3 acts as filler for improving the pozzolanic reaction in the concrete. Nano-SiO2 particles also prevent the diffusion of external destructive factors into the concrete, thus improving the durability and stability of concrete. On the other hand, application of Alkali Resistant (AR) glass fibers improves the tensile and compressive strengths as well as concrete continuity and also resolves the changes created in mechanical properties of the fibers caused by alkaline concrete environment. Test results revealed that the maximum increase in compression and flexural strengths of modified concrete were 20.6 and 52%, respectively of its optimum compounds for 0.7% glass fiber with 1% Nano-Al2O3 and 1.5% Nano-SiO2, while in the modified shotcrete, these values were increased by 22.9 and 75%, respectively. In addition, application of the mentioned materials led to decrease of penetration depth and water absorption of the modified concrete by 46.78 and 2.5%, respectively, in relation to the conventional concrete. Also, addition of fibers and nanomaterials in shotcrete reduced the effect of cracking due to shrinkage and the modified shotcrete material rebound.
AbstractList •Nano-SiO2 prevent the diffusion of external destructive factors into the concrete and improve the durability.•Nano-Al2O3 acts as filler for improving the pozzolanic reaction in the concrete.•Limit the durability impact and cracking due to shrinkage effects, sprayable the modified shotcrete.•The effect of glass fiber has been done to prevent cracking, in the shotcrete.•The increase in the flexibility properties of shotcrete due to glass fiber is an important consideration. Studying the application of nanomaterial in cement matrixes is a new subject which has attracted the attention of researchers. Development of engineered cementitious composite has produced a solution to numerous shotcrete application challenges. In this study, mechanical tests were conducted to evaluate the strength of the concrete modified by fibers and nanomaterials in terms of comparison with conventional concrete and shotcrete. It is included in the application of Nano-Al2O3 and Nano-SiO2, which are some of the cement constituent. With proper homogenization, Nano-Al2O3 acts as filler for improving the pozzolanic reaction in the concrete. Nano-SiO2 particles also prevent the diffusion of external destructive factors into the concrete, thus improving the durability and stability of concrete. On the other hand, application of Alkali Resistant (AR) glass fibers improves the tensile and compressive strengths as well as concrete continuity and also resolves the changes created in mechanical properties of the fibers caused by alkaline concrete environment. Test results revealed that the maximum increase in compression and flexural strengths of modified concrete were 20.6 and 52%, respectively of its optimum compounds for 0.7% glass fiber with 1% Nano-Al2O3 and 1.5% Nano-SiO2, while in the modified shotcrete, these values were increased by 22.9 and 75%, respectively. In addition, application of the mentioned materials led to decrease of penetration depth and water absorption of the modified concrete by 46.78 and 2.5%, respectively, in relation to the conventional concrete. Also, addition of fibers and nanomaterials in shotcrete reduced the effect of cracking due to shrinkage and the modified shotcrete material rebound.
Audience Trade
Author Khooshechin, Maryam
Tanzadeh, Javad
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  email: Tanzadeh@iaubanz.ac.ir
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Cites_doi 10.1016/S0025-5408(02)00700-6
10.1016/j.tust.2015.05.006
10.1016/j.conbuildmat.2013.01.026
10.1016/j.conbuildmat.2012.06.044
10.1016/j.conbuildmat.2011.07.025
10.1016/j.engstruct.2015.12.003
10.1016/j.cemconres.2004.05.033
10.1016/j.conbuildmat.2017.05.169
10.1016/j.conbuildmat.2017.04.078
10.1016/j.conbuildmat.2014.02.059
10.1016/j.conbuildmat.2015.10.006
10.1016/j.cemconcomp.2017.01.008
10.1016/j.conbuildmat.2016.12.040
10.1007/s10853-016-9917-4
10.1016/j.conbuildmat.2016.06.132
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Keywords Nano-Al2O3
Shotcrete
Nano-SiO2
Durability
Shrinkage
Strength
Modified concrete
Glass fibers
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References Leung, Lai, Lee (b0045) 2005; 35
Yoo, Banthia, Yoon (b0070) 2016; 111
Yu, Tang, Spiesz, Brouwers (b0075) 2014; 60
Institute PC, Committee GFRCP (b0050) 2008
Kizilkanat, Kabay, Akyüncü, Chowdhury, Akça (b0080) 2015; 100
Ardalan, Jamshidi, Arabameri, Joshaghani, Mehrinejad, Sharafi (b0095) 2017; 146
Said, Zeidan, Bassuoni, Tian (b0085) 2012; 36
Shaikh (b0030) 2013; 43
Schmidt-Schleicher (b0040) 1995
Chandramouli, Srinivasa Rao, Pannirselvam, Seshadri Sekhar, Sravana (b0065) 2010; 5
ASTM C642-97 (b0135) 1997
Bernard (b0005) 2015; 49
Enfedaque, Paradela, Sánchez-Gálvez (b0060) 2012; 27
ASTM C78/C78M-16 (b0130) 2016
Silva, Ismael, Carmo, Lourenço, Soldado, Costa (b0090) 2016; 123
ASTM C143/C143M-15a (b0115) 2015
Liang, Cheng, Hu, Luo (b0055) 2002; 37
Liu, Cheng, Chen (b0140) 2017; 150
ACI 506R-16 (b0100) 2016
Afroughsabet, Biolzi, Ozbakkaloglu (b0025) 2016; 51
ASTM C496/C496M-17 (b0125) 2017
Alsalman, Dang, Hale (b0020) 2017; 133
Tran, Kim (b0015) 2017
Ramakrishnan (b0035) 1981; 3
Zhang, Liu, Li, Zhang, Wang (b0010) 2014; 106
ASTM C150/C150M-17 (b0105) 2017
ASTM C403/C403M-16 (b0110) 2016
ASTM C39/C39M-17b (b0120) 2017
Zhang (10.1016/j.conbuildmat.2017.12.199_b0010) 2014; 106
Liang (10.1016/j.conbuildmat.2017.12.199_b0055) 2002; 37
Chandramouli (10.1016/j.conbuildmat.2017.12.199_b0065) 2010; 5
Ardalan (10.1016/j.conbuildmat.2017.12.199_b0095) 2017; 146
ASTM C78/C78M-16 (10.1016/j.conbuildmat.2017.12.199_b0130) 2016
Yoo (10.1016/j.conbuildmat.2017.12.199_b0070) 2016; 111
Shaikh (10.1016/j.conbuildmat.2017.12.199_b0030) 2013; 43
Tran (10.1016/j.conbuildmat.2017.12.199_b0015) 2017
Liu (10.1016/j.conbuildmat.2017.12.199_b0140) 2017; 150
ACI 506R-16 (10.1016/j.conbuildmat.2017.12.199_b0100) 2016
Alsalman (10.1016/j.conbuildmat.2017.12.199_b0020) 2017; 133
ASTM C143/C143M-15a (10.1016/j.conbuildmat.2017.12.199_b0115) 2015
Afroughsabet (10.1016/j.conbuildmat.2017.12.199_b0025) 2016; 51
Schmidt-Schleicher (10.1016/j.conbuildmat.2017.12.199_b0040) 1995
ASTM C150/C150M-17 (10.1016/j.conbuildmat.2017.12.199_b0105) 2017
ASTM C39/C39M-17b (10.1016/j.conbuildmat.2017.12.199_b0120) 2017
ASTM C403/C403M-16 (10.1016/j.conbuildmat.2017.12.199_b0110) 2016
Enfedaque (10.1016/j.conbuildmat.2017.12.199_b0060) 2012; 27
ASTM C496/C496M-17 (10.1016/j.conbuildmat.2017.12.199_b0125) 2017
Said (10.1016/j.conbuildmat.2017.12.199_b0085) 2012; 36
Silva (10.1016/j.conbuildmat.2017.12.199_b0090) 2016; 123
Kizilkanat (10.1016/j.conbuildmat.2017.12.199_b0080) 2015; 100
Leung (10.1016/j.conbuildmat.2017.12.199_b0045) 2005; 35
Yu (10.1016/j.conbuildmat.2017.12.199_b0075) 2014; 60
Bernard (10.1016/j.conbuildmat.2017.12.199_b0005) 2015; 49
Institute PC (10.1016/j.conbuildmat.2017.12.199_b0050) 2008
Ramakrishnan (10.1016/j.conbuildmat.2017.12.199_b0035) 1981; 3
ASTM C642-97 (10.1016/j.conbuildmat.2017.12.199_b0135) 1997
References_xml – volume: 43
  start-page: 37
  year: 2013
  end-page: 49
  ident: b0030
  article-title: Review of mechanical properties of short fibre reinforced geopolymer composites
  publication-title: Constr. Build. Mater.
– volume: 111
  start-page: 246
  year: 2016
  end-page: 262
  ident: b0070
  article-title: Flexural behavior of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP and steel rebars
  publication-title: Eng. Struct.
– year: 2016
  ident: b0130
  article-title: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
– volume: 60
  start-page: 98
  year: 2014
  end-page: 110
  ident: b0075
  article-title: A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA)
  publication-title: Constr. Build.
– year: 1995
  ident: b0040
  article-title: German Guidelines for Steel Fiber Reinforced Shotcrete in Tunnels with Special Consideration of Design and Statical Aspects
– volume: 49
  start-page: 241
  year: 2015
  end-page: 248
  ident: b0005
  article-title: Age-dependent changes in post-crack performance of fibre reinforced shotcrete linings
  publication-title: Tunnelling Underground Space Technol.
– volume: 133
  start-page: 135
  year: 2017
  end-page: 145
  ident: b0020
  article-title: Development of ultra-high performance concrete with locally available materials
  publication-title: Constr. Build. Mater.
– year: 2016
  ident: b0110
  article-title: Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
– volume: 51
  start-page: 6517
  year: 2016
  end-page: 6551
  ident: b0025
  article-title: High-performance fiber-reinforced concrete: a review
  publication-title: J. Mater. Sci.
– year: 2017
  ident: b0125
  article-title: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens
– volume: 150
  start-page: 14
  year: 2017
  end-page: 23
  ident: b0140
  article-title: Investigating and optimizing the mix proportion of pumping wet-mix shotcrete with polypropylene fiber
  publication-title: Constr. Build. Mater.
– volume: 106
  start-page: 980
  year: 2014
  end-page: 987
  ident: b0010
  article-title: Fracture properties of steel fiber reinforced high performance concrete containing nano-SiO2 and fly ash
  publication-title: Curr. Sci.
– year: 2017
  ident: b0120
  article-title: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
– volume: 3
  year: 1981
  ident: b0035
  article-title: Comparative evaluation of fiber shotcrete
  publication-title: Concr. Int.
– year: 2017
  ident: b0105
  article-title: Standard Specification for Portland Cement
– volume: 100
  start-page: 218
  year: 2015
  end-page: 224
  ident: b0080
  article-title: Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: an experimental study
  publication-title: Constr. Build. Mater.
– volume: 123
  start-page: 35
  year: 2016
  end-page: 46
  ident: b0090
  article-title: Influence of nano-SiO2 and nano-Al2O3 additions on the shear strength and the bending moment capacity of RC beams
  publication-title: Constr. Build. Mater.
– volume: 35
  start-page: 788
  year: 2005
  end-page: 795
  ident: b0045
  article-title: Properties of wet-mixed fiber reinforced shotcrete and fiber reinforced concrete with similar composition
  publication-title: Cem. Concr. Res.
– volume: 27
  start-page: 425
  year: 2012
  end-page: 431
  ident: b0060
  article-title: An alternative methodology to predict aging effects on the mechanical properties of glass fiber reinforced cements (GRC)
  publication-title: Constr. Build. Mater.
– start-page: 132
  year: 2017
  end-page: 145
  ident: b0015
  article-title: Synergistic response of blending fibers in ultra-highperformance concrete under high rate tensile loads
  publication-title: Cem. Concr. Compos.
– volume: 37
  start-page: 641
  year: 2002
  end-page: 646
  ident: b0055
  article-title: Improved properties of GRC composites using commercial E-glass fibers with new coatings
  publication-title: Mater. Res. Bull.
– volume: 5
  start-page: 1
  year: 2010
  end-page: 6
  ident: b0065
  article-title: Strength properties of glass fiber concrete
  publication-title: ARPN J. Eng. Appl. Sci.
– volume: 36
  start-page: 838
  year: 2012
  end-page: 844
  ident: b0085
  article-title: Properties of concrete incorporating nano-silica
  publication-title: Constr. Build. Mater.
– start-page: 413
  year: 2016
  end-page: 414
  ident: b0100
  article-title: Guide to Shotcrete
– year: 2015
  ident: b0115
  article-title: Standard Test Method for Slump of Hydraulic-Cement Concrete
– volume: 146
  start-page: 128
  year: 2017
  end-page: 135
  ident: b0095
  article-title: Enhancing the permeability and abrasion resistance of concrete using colloidal nano-SiO2 oxide and spraying nanosilicon practices
  publication-title: Constr. Build. Mater.
– year: 2008
  ident: b0050
  article-title: Manual for Quality Control for Plants and Production of Glass Fiber-Reinforced Concrete Products
– year: 1997
  ident: b0135
  article-title: Standard Test Method for Density, Absorption, and Voids in Hardened Concrete
– volume: 37
  start-page: 641
  year: 2002
  ident: 10.1016/j.conbuildmat.2017.12.199_b0055
  article-title: Improved properties of GRC composites using commercial E-glass fibers with new coatings
  publication-title: Mater. Res. Bull.
  doi: 10.1016/S0025-5408(02)00700-6
– start-page: 413
  year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0100
– year: 2015
  ident: 10.1016/j.conbuildmat.2017.12.199_b0115
– volume: 49
  start-page: 241
  year: 2015
  ident: 10.1016/j.conbuildmat.2017.12.199_b0005
  article-title: Age-dependent changes in post-crack performance of fibre reinforced shotcrete linings
  publication-title: Tunnelling Underground Space Technol.
  doi: 10.1016/j.tust.2015.05.006
– year: 1995
  ident: 10.1016/j.conbuildmat.2017.12.199_b0040
– volume: 5
  start-page: 1
  year: 2010
  ident: 10.1016/j.conbuildmat.2017.12.199_b0065
  article-title: Strength properties of glass fiber concrete
  publication-title: ARPN J. Eng. Appl. Sci.
– year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0110
– volume: 43
  start-page: 37
  year: 2013
  ident: 10.1016/j.conbuildmat.2017.12.199_b0030
  article-title: Review of mechanical properties of short fibre reinforced geopolymer composites
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2013.01.026
– year: 1997
  ident: 10.1016/j.conbuildmat.2017.12.199_b0135
– volume: 36
  start-page: 838
  year: 2012
  ident: 10.1016/j.conbuildmat.2017.12.199_b0085
  article-title: Properties of concrete incorporating nano-silica
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2012.06.044
– year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0130
– volume: 27
  start-page: 425
  year: 2012
  ident: 10.1016/j.conbuildmat.2017.12.199_b0060
  article-title: An alternative methodology to predict aging effects on the mechanical properties of glass fiber reinforced cements (GRC)
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2011.07.025
– volume: 111
  start-page: 246
  year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0070
  article-title: Flexural behavior of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP and steel rebars
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2015.12.003
– volume: 35
  start-page: 788
  year: 2005
  ident: 10.1016/j.conbuildmat.2017.12.199_b0045
  article-title: Properties of wet-mixed fiber reinforced shotcrete and fiber reinforced concrete with similar composition
  publication-title: Cem. Concr. Res.
  doi: 10.1016/j.cemconres.2004.05.033
– volume: 150
  start-page: 14
  year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0140
  article-title: Investigating and optimizing the mix proportion of pumping wet-mix shotcrete with polypropylene fiber
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2017.05.169
– year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0125
– volume: 146
  start-page: 128
  year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0095
  article-title: Enhancing the permeability and abrasion resistance of concrete using colloidal nano-SiO2 oxide and spraying nanosilicon practices
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2017.04.078
– volume: 60
  start-page: 98
  year: 2014
  ident: 10.1016/j.conbuildmat.2017.12.199_b0075
  article-title: A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA)
  publication-title: Constr. Build.
  doi: 10.1016/j.conbuildmat.2014.02.059
– volume: 100
  start-page: 218
  year: 2015
  ident: 10.1016/j.conbuildmat.2017.12.199_b0080
  article-title: Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: an experimental study
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2015.10.006
– volume: 3
  year: 1981
  ident: 10.1016/j.conbuildmat.2017.12.199_b0035
  article-title: Comparative evaluation of fiber shotcrete
  publication-title: Concr. Int.
– year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0105
– volume: 106
  start-page: 980
  year: 2014
  ident: 10.1016/j.conbuildmat.2017.12.199_b0010
  article-title: Fracture properties of steel fiber reinforced high performance concrete containing nano-SiO2 and fly ash
  publication-title: Curr. Sci.
– start-page: 132
  year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0015
  article-title: Synergistic response of blending fibers in ultra-highperformance concrete under high rate tensile loads
  publication-title: Cem. Concr. Compos.
  doi: 10.1016/j.cemconcomp.2017.01.008
– volume: 133
  start-page: 135
  year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0020
  article-title: Development of ultra-high performance concrete with locally available materials
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2016.12.040
– volume: 51
  start-page: 6517
  year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0025
  article-title: High-performance fiber-reinforced concrete: a review
  publication-title: J. Mater. Sci.
  doi: 10.1007/s10853-016-9917-4
– year: 2008
  ident: 10.1016/j.conbuildmat.2017.12.199_b0050
– year: 2017
  ident: 10.1016/j.conbuildmat.2017.12.199_b0120
– volume: 123
  start-page: 35
  year: 2016
  ident: 10.1016/j.conbuildmat.2017.12.199_b0090
  article-title: Influence of nano-SiO2 and nano-Al2O3 additions on the shear strength and the bending moment capacity of RC beams
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2016.06.132
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Snippet •Nano-SiO2 prevent the diffusion of external destructive factors into the concrete and improve the durability.•Nano-Al2O3 acts as filler for improving the...
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elsevier
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StartPage 199
SubjectTerms Analysis
Building materials durability
Cements (Building materials)
Durability
Glass fibers
Gunite
Modified concrete
Nano-Al2O3
Nano-SiO2
Nanotechnology
Properties
Shotcrete
Shrinkage
Shrinkage (Materials)
Strength
Title Experimental and mechanical performance of shotcrete made with nanomaterials and fiber reinforcement
URI https://dx.doi.org/10.1016/j.conbuildmat.2017.12.199
Volume 165
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