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2016 | OriginalPaper | Buchkapitel

3. Workability and Rheology of Fresh Recycled Aggregate Concrete

verfasst von : Carlo Pellegrino, Flora Faleschini

Erschienen in: Sustainability Improvements in the Concrete Industry

Verlag: Springer International Publishing

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Abstract

The use of recycled aggregates concrete (RAC) with coarse recycled concrete aggregates (CRCA) has been widely studied in literature. A number of works investigated both mechanical and durability-related properties of these concretes; however, fresh properties of RAC have not been extensively analyzed yet. Limited studies were focused on the influence of some recycled aggregate properties on slump, which is the most frequently used measure to evaluate workability. Since this measure is a single-value and it is often operator-sensitive, a more quantitative estimate can be derived in terms of fundamental physical quantities, such as plastic viscosity and yield stress. The higher heterogeneity in terms of experimental slump measure occurs indeed when recycled aggregate concrete is tested. In this chapter, a review of the existing experimental methods for the evaluation of fresh concrete workability is given. Additionally, the behavior of fresh concrete is explored, aiming to understand which physical phenomena govern the macroscopic rheological behavior, under some specific conditions, e.g. in terms of mix composition, casting conditions, etc. Some experimental results about fresh recycled concretes workability and rheology, collected from literature, are also discussed.

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Literatur
1.
Zurück zum Zitat Ferraris CF, de Larrard F, Martys N (2001) Fresh concrete rheology: recent developments. In: Mindess S, Skalny J (eds) Materials science of concrete VI. The American Ceramic Society, 735 Ceramic Place, Westerville, OH 43081, pp 215–241 Ferraris CF, de Larrard F, Martys N (2001) Fresh concrete rheology: recent developments. In: Mindess S, Skalny J (eds) Materials science of concrete VI. The American Ceramic Society, 735 Ceramic Place, Westerville, OH 43081, pp 215–241
2.
Zurück zum Zitat Feys D, Verhoeven R, De Schutter G (2009) Why is fresh self-compacting concrete shear thickening? Cem Concr Res 39:510–523CrossRef Feys D, Verhoeven R, De Schutter G (2009) Why is fresh self-compacting concrete shear thickening? Cem Concr Res 39:510–523CrossRef
3.
Zurück zum Zitat Banfill PFG (2003) The rheology of fresh cement and concrete—a review. In: 11th international cement chemistry congress, Durban, May 2003 Banfill PFG (2003) The rheology of fresh cement and concrete—a review. In: 11th international cement chemistry congress, Durban, May 2003
4.
Zurück zum Zitat Hackley V, Ferraris CF (2001) Guide to rheological nomenclature: measurements in ceramic particulate systems. National Institute of Standards and Technology Special Publication 946, 31 pages Hackley V, Ferraris CF (2001) Guide to rheological nomenclature: measurements in ceramic particulate systems. National Institute of Standards and Technology Special Publication 946, 31 pages
5.
Zurück zum Zitat Bingham EC (1916) An investigation of the laws of plastic flows. U.S. Bur Stand Bull 13:309–353CrossRef Bingham EC (1916) An investigation of the laws of plastic flows. U.S. Bur Stand Bull 13:309–353CrossRef
6.
Zurück zum Zitat de Larrard F, Ferraris CF, Sedran T (1998) Fresh concrete: a Herschel-Bulkley material. Mater Struct 31(7):494–498CrossRef de Larrard F, Ferraris CF, Sedran T (1998) Fresh concrete: a Herschel-Bulkley material. Mater Struct 31(7):494–498CrossRef
7.
Zurück zum Zitat Feys D, Verhoeven R, De Schutter G (2007) Evaluation of time independent rheological models applicable to fresh self-compacting concrete. Appl Rheol 17(5):56244.1–56244.10 Feys D, Verhoeven R, De Schutter G (2007) Evaluation of time independent rheological models applicable to fresh self-compacting concrete. Appl Rheol 17(5):56244.1–56244.10
8.
Zurück zum Zitat Papo A (1998) Rheological models of cement pastes. Mater Struct 21:41–46CrossRef Papo A (1998) Rheological models of cement pastes. Mater Struct 21:41–46CrossRef
9.
Zurück zum Zitat vom Berg W (1979) Influence of specific surface and concentration of solids upon the flow behavior of cement pastes. Mag Concr Res 31:211–216 vom Berg W (1979) Influence of specific surface and concentration of solids upon the flow behavior of cement pastes. Mag Concr Res 31:211–216
10.
Zurück zum Zitat Tattersall GH (1976) The workability of concrete. A viewpoint Publication, PCA Tattersall GH (1976) The workability of concrete. A viewpoint Publication, PCA
11.
Zurück zum Zitat Atzeni C, Massida L, Sanna U (1985) Comparison between rheological models for Portland cement pastes. Cem Concr Res 15:511–519CrossRef Atzeni C, Massida L, Sanna U (1985) Comparison between rheological models for Portland cement pastes. Cem Concr Res 15:511–519CrossRef
12.
Zurück zum Zitat Atzeni C, Massida L, Sanna U (1983) New rheological model for Portland cement pastes, Il Cemento 80 Atzeni C, Massida L, Sanna U (1983) New rheological model for Portland cement pastes, Il Cemento 80
13.
Zurück zum Zitat Yahia A, Khayat KH (2001) Analytical models for estimating yield stress of high-performances pseudoplastic grout. Cem Concr Res 31(5):731–738CrossRef Yahia A, Khayat KH (2001) Analytical models for estimating yield stress of high-performances pseudoplastic grout. Cem Concr Res 31(5):731–738CrossRef
14.
Zurück zum Zitat Roussel N, Gram A (eds) (2014) Simulation of fresh concrete flow. Springer, Netherlands Roussel N, Gram A (eds) (2014) Simulation of fresh concrete flow. Springer, Netherlands
15.
Zurück zum Zitat Krieger IM, Dougherty TJ (1959) A mechanism for Non-Newtonian flow in suspensions of rigid spheres. Trans Soc Rheol 31(1):137–152CrossRefMATH Krieger IM, Dougherty TJ (1959) A mechanism for Non-Newtonian flow in suspensions of rigid spheres. Trans Soc Rheol 31(1):137–152CrossRefMATH
16.
Zurück zum Zitat Barnes HA (1997) Thixotropy—a review. J Non-Newtonian Fluid Mech 70(1–2):1–33CrossRef Barnes HA (1997) Thixotropy—a review. J Non-Newtonian Fluid Mech 70(1–2):1–33CrossRef
17.
18.
Zurück zum Zitat Wallevik JE (2005) Thixotropic investigation on cement paste: experimental and numerical approach. J Non-Newtonian Fluid Mech 132(1–3):86–99CrossRef Wallevik JE (2005) Thixotropic investigation on cement paste: experimental and numerical approach. J Non-Newtonian Fluid Mech 132(1–3):86–99CrossRef
19.
Zurück zum Zitat Lapasin R, Papo A, Rajgelj S (1983) The phenomenological description of the thixotropic behavior of fresh cement pastes. Rheol Acta 22:410–416CrossRef Lapasin R, Papo A, Rajgelj S (1983) The phenomenological description of the thixotropic behavior of fresh cement pastes. Rheol Acta 22:410–416CrossRef
20.
Zurück zum Zitat Bagnold RA (1954) Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear. Proc Roy Soc 225A:49–63CrossRef Bagnold RA (1954) Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear. Proc Roy Soc 225A:49–63CrossRef
21.
Zurück zum Zitat Comité Européen de Normalisation (2009) EN 12350-2:2009—testing fresh concrete. Slump-test, Bruxells, Belgium Comité Européen de Normalisation (2009) EN 12350-2:2009—testing fresh concrete. Slump-test, Bruxells, Belgium
22.
Zurück zum Zitat ASTM International (2015) ASTM C143/C143M-15—standard test method for slump of hydraulic-cement concrete. West Conshohocken, PA ASTM International (2015) ASTM C143/C143M-15—standard test method for slump of hydraulic-cement concrete. West Conshohocken, PA
23.
Zurück zum Zitat ASTM International (1992) ASTM C360-92—test method for ball penetration in freshly mixed hydraulic cement concrete (Withdrawn 1999). West Conshohocken, PA ASTM International (1992) ASTM C360-92—test method for ball penetration in freshly mixed hydraulic cement concrete (Withdrawn 1999). West Conshohocken, PA
24.
Zurück zum Zitat Comité Européen de Normalisation (2008) EN 196.3:2005+A1:2008—methods of testing cement. Determination of setting times and soundness. Bruxells, Belgium Comité Européen de Normalisation (2008) EN 196.3:2005+A1:2008—methods of testing cement. Determination of setting times and soundness. Bruxells, Belgium
25.
Zurück zum Zitat ASTM International (2013) ASTM C191-13—standard test methods for time of setting of hydraulic cement by Vicat Needle. West Conshohocken, PA ASTM International (2013) ASTM C191-13—standard test methods for time of setting of hydraulic cement by Vicat Needle. West Conshohocken, PA
26.
Zurück zum Zitat ASTM International (2009) ASTM C1362—09—standard test method for flow of freshly mixed hydraulic cement concrete (withdrawn 2014). West Conshohocken, PA ASTM International (2009) ASTM C1362—09—standard test method for flow of freshly mixed hydraulic cement concrete (withdrawn 2014). West Conshohocken, PA
27.
Zurück zum Zitat Hopkins CJ, Cabrera JG (1985) The turning-tube viscometer: an instrument to measure the flow behavior of cement-pfa pastes. Mag Concr Res 37(131):101–106CrossRef Hopkins CJ, Cabrera JG (1985) The turning-tube viscometer: an instrument to measure the flow behavior of cement-pfa pastes. Mag Concr Res 37(131):101–106CrossRef
28.
Zurück zum Zitat Comité Européen de Normalisation (2009) EN 12350-3:2009—testing fresh concrete. Vebe test, Bruxells, Belgium Comité Européen de Normalisation (2009) EN 12350-3:2009—testing fresh concrete. Vebe test, Bruxells, Belgium
29.
Zurück zum Zitat Comité Européen de Normalisation (2010) EN 12350-10:2010—testing fresh concrete. Self-compacting concrete. L box test. Bruxells, Belgium Comité Européen de Normalisation (2010) EN 12350-10:2010—testing fresh concrete. Self-compacting concrete. L box test. Bruxells, Belgium
30.
Zurück zum Zitat Comité Européen de Normalisation (2010) EN 12350-12:2010—testing fresh concrete. Self-compacting concrete. J-ring test. Bruxells, Belgium Comité Européen de Normalisation (2010) EN 12350-12:2010—testing fresh concrete. Self-compacting concrete. J-ring test. Bruxells, Belgium
31.
Zurück zum Zitat ASTM International (2014) ASTM C1621/C1621M-14, Standard test method for passing ability of self-consolidating concrete by J-Ring, West Conshohocken, PA ASTM International (2014) ASTM C1621/C1621M-14, Standard test method for passing ability of self-consolidating concrete by J-Ring, West Conshohocken, PA
32.
Zurück zum Zitat Comité Européen de Normalisation (2010) EN 12350-19:2010—testing fresh concrete. Self-compacting concrete. V-funnel test. Bruxells, Belgium Comité Européen de Normalisation (2010) EN 12350-19:2010—testing fresh concrete. Self-compacting concrete. V-funnel test. Bruxells, Belgium
33.
Zurück zum Zitat Ferraris CF, de Larrard F (1998) Modified slump test to measure rheological parameters of fresh concrete. Cem Concr Aggregates 20(2):241–247CrossRef Ferraris CF, de Larrard F (1998) Modified slump test to measure rheological parameters of fresh concrete. Cem Concr Aggregates 20(2):241–247CrossRef
34.
Zurück zum Zitat Wallevik OH, Gjørv OE (1990) Development of a coaxial cylinder viscometer for fresh concrete. Chapman and Hall, Hanover, pp 213–224 Wallevik OH, Gjørv OE (1990) Development of a coaxial cylinder viscometer for fresh concrete. Chapman and Hall, Hanover, pp 213–224
35.
Zurück zum Zitat de Larrard F, Hu C, Szitkar JC, Joly M, Claux F, Sedran T (1995) A new rheometer for soft-to-fluid fresh concrete. LCPC internal report de Larrard F, Hu C, Szitkar JC, Joly M, Claux F, Sedran T (1995) A new rheometer for soft-to-fluid fresh concrete. LCPC internal report
36.
Zurück zum Zitat Powers TC, Wiler EM (1941) A device for studying the workability of concrete. In: Proceeding of the ASTM 41, American Society for Testing and Materials, Philadelphia, US, pp 1003–1015 Powers TC, Wiler EM (1941) A device for studying the workability of concrete. In: Proceeding of the ASTM 41, American Society for Testing and Materials, Philadelphia, US, pp 1003–1015
37.
Zurück zum Zitat Powers TC (1968) The properties of fresh concrete. Wiley, US Powers TC (1968) The properties of fresh concrete. Wiley, US
38.
Zurück zum Zitat Tattersall GH, Banfill PFG (1983) The rheology of fresh concrete. Pitman Books Limited, Great Britain Tattersall GH, Banfill PFG (1983) The rheology of fresh concrete. Pitman Books Limited, Great Britain
39.
Zurück zum Zitat Wallevik OH (1990) The rheology of fresh concrete and its application on concrete with and without Silica Fume. The Norwegian Institute of Technology, Dr. Ing. Thesis no. 1990:45, Trondheim, Norway Wallevik OH (1990) The rheology of fresh concrete and its application on concrete with and without Silica Fume. The Norwegian Institute of Technology, Dr. Ing. Thesis no. 1990:45, Trondheim, Norway
40.
Zurück zum Zitat Wallevik JE (2008) Minimizing end-effects in the coaxial cylinders viscometer: viscoplastic flow inside the ConTec BML viscometer 3. J Non-Newtonian Fluid Mech 155:116–123CrossRefMATH Wallevik JE (2008) Minimizing end-effects in the coaxial cylinders viscometer: viscoplastic flow inside the ConTec BML viscometer 3. J Non-Newtonian Fluid Mech 155:116–123CrossRefMATH
41.
Zurück zum Zitat Yeow Y, Ko W, Tang P (2000) Solving the inverse problem of Couette viscometry by Tikhonov regularization. J Rheol 44(6):1335–1351CrossRef Yeow Y, Ko W, Tang P (2000) Solving the inverse problem of Couette viscometry by Tikhonov regularization. J Rheol 44(6):1335–1351CrossRef
42.
Zurück zum Zitat Ancey C (2005) Solving the Couette inverse problem using a wavelet-vaguelette decomposition. J Rheol 49(2):441–460CrossRef Ancey C (2005) Solving the Couette inverse problem using a wavelet-vaguelette decomposition. J Rheol 49(2):441–460CrossRef
43.
Zurück zum Zitat Reiner M (1949) Deformation and flow. An elementary introduction to theoretical rheology. H.K. Lewis & Co. Limited, Great BritainMATH Reiner M (1949) Deformation and flow. An elementary introduction to theoretical rheology. H.K. Lewis & Co. Limited, Great BritainMATH
44.
Zurück zum Zitat Heirman G, Vandewalle L, Van Gemerta D, Wallevik O (2008) Integration approach of the Couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer. J Non-Newtonian Fluid Mech 150:93–103CrossRefMATH Heirman G, Vandewalle L, Van Gemerta D, Wallevik O (2008) Integration approach of the Couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer. J Non-Newtonian Fluid Mech 150:93–103CrossRefMATH
45.
Zurück zum Zitat Heirman G, Hendrickx R, Vandewalle L, Van Gemert D, Feys D, De Schutter G, Desmet B, Vantomme J (2009) Integration approach of the Couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer. Part II. Influence of mineral additions and chemical admixtures on the shear thickening flow behaviour. Cem Concr Res 39:171–181CrossRef Heirman G, Hendrickx R, Vandewalle L, Van Gemert D, Feys D, De Schutter G, Desmet B, Vantomme J (2009) Integration approach of the Couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer. Part II. Influence of mineral additions and chemical admixtures on the shear thickening flow behaviour. Cem Concr Res 39:171–181CrossRef
46.
Zurück zum Zitat Faleschini F, Jiménez C, Barra M, Aponte D, Vázquez E, Pellegrino C (2014) Rheology of fresh concretes with recycled aggregates. Constr Build Mater 73:407–416CrossRef Faleschini F, Jiménez C, Barra M, Aponte D, Vázquez E, Pellegrino C (2014) Rheology of fresh concretes with recycled aggregates. Constr Build Mater 73:407–416CrossRef
47.
Zurück zum Zitat Ferraris CF, Brower LE (2001) Comparison of concrete rheometers: international tests at LCPC (Nantes, France) in October, 2000. NISTIR 6819 Ferraris CF, Brower LE (2001) Comparison of concrete rheometers: international tests at LCPC (Nantes, France) in October, 2000. NISTIR 6819
48.
Zurück zum Zitat Wallevik JE (2003) Rheology of particle suspensions, fresh concrete, Mortar and cement paste with various types of lignosulfonates. Department of Structural Engineering, The Norwegian University of Science and Technology, Ph.D. Thesis, Trondheim, Norway Wallevik JE (2003) Rheology of particle suspensions, fresh concrete, Mortar and cement paste with various types of lignosulfonates. Department of Structural Engineering, The Norwegian University of Science and Technology, Ph.D. Thesis, Trondheim, Norway
49.
Zurück zum Zitat Leighton D, Acrivos A (1987) The shear-induced migration of particles in concentrated suspensions. J Fluid Mech 181:415–439CrossRef Leighton D, Acrivos A (1987) The shear-induced migration of particles in concentrated suspensions. J Fluid Mech 181:415–439CrossRef
50.
Zurück zum Zitat Wallevik OH, Wallevik JE (2011) Rheology as a tool in concrete science: the use of rhoegraphs and workability boxes. Cem Concr Res 41:1279–1288CrossRef Wallevik OH, Wallevik JE (2011) Rheology as a tool in concrete science: the use of rhoegraphs and workability boxes. Cem Concr Res 41:1279–1288CrossRef
51.
Zurück zum Zitat Fathifazl G, Abbas A, Razaqpur AG, Isgor OB, Fournier B, Foo S (2009) New mixture proportioning method for concrete made with coarse recycled concrete aggregate. J Mater Civil Eng: 601–611 Fathifazl G, Abbas A, Razaqpur AG, Isgor OB, Fournier B, Foo S (2009) New mixture proportioning method for concrete made with coarse recycled concrete aggregate. J Mater Civil Eng: 601–611
52.
Zurück zum Zitat Knaac AM, Kurama YC (2012) Rheological and mechanical behavior of concrete mixtures with recycled concrete aggregates. In: Structures congress 2012. American Society of Civil Engineers, Chicago (US), pp 2257–2267 Knaac AM, Kurama YC (2012) Rheological and mechanical behavior of concrete mixtures with recycled concrete aggregates. In: Structures congress 2012. American Society of Civil Engineers, Chicago (US), pp 2257–2267
53.
Zurück zum Zitat Knaack AM, Kurama YC (2011) Design of normal strength concrete mixtures with recycled concrete aggregates. In: Structures congress 2011. American Society of Civil Engineers, Las Vegas (US), pp 3068–3079 Knaack AM, Kurama YC (2011) Design of normal strength concrete mixtures with recycled concrete aggregates. In: Structures congress 2011. American Society of Civil Engineers, Las Vegas (US), pp 3068–3079
54.
Zurück zum Zitat Marinković S, Radonjanin V, Malešev M, Ignjatović I (2010) Comparative environmental assessment of natural and recycled aggregate concrete. Waste Manage 30:2255–2264CrossRef Marinković S, Radonjanin V, Malešev M, Ignjatović I (2010) Comparative environmental assessment of natural and recycled aggregate concrete. Waste Manage 30:2255–2264CrossRef
55.
Zurück zum Zitat Abbas A, Fathifazl G, Isgor OB, Razaqpur AG, Fournier B, Foo S (2009) Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cem Conc Comp 31:555–563CrossRef Abbas A, Fathifazl G, Isgor OB, Razaqpur AG, Fournier B, Foo S (2009) Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cem Conc Comp 31:555–563CrossRef
56.
Zurück zum Zitat Jiménez C, Aponte D, Vázquez E, Barra M, Valls S (2013) Equivalent mortar volume (EMV) method for proportioning recycled aggregate concrete: validation under the Spanish context and its adaptation to Bolomey methodology for concrete proportioning. Mater Construcc 63(311):341–360CrossRef Jiménez C, Aponte D, Vázquez E, Barra M, Valls S (2013) Equivalent mortar volume (EMV) method for proportioning recycled aggregate concrete: validation under the Spanish context and its adaptation to Bolomey methodology for concrete proportioning. Mater Construcc 63(311):341–360CrossRef
57.
Zurück zum Zitat Tanigawa Y, Mori H (1989) Analytical study on deformation of fresh concrete. J Eng Mech 115(3):493–508CrossRef Tanigawa Y, Mori H (1989) Analytical study on deformation of fresh concrete. J Eng Mech 115(3):493–508CrossRef
58.
Zurück zum Zitat Murata J, Kukawa H (1992) Viscosity equation for fresh concrete. ACI Mater J 89(3):230–237 Murata J, Kukawa H (1992) Viscosity equation for fresh concrete. ACI Mater J 89(3):230–237
59.
Zurück zum Zitat de Larrard F (1999) Concrete mixture proportioning. A scientific approach. F & FN Spon, New York de Larrard F (1999) Concrete mixture proportioning. A scientific approach. F & FN Spon, New York
60.
Zurück zum Zitat Ferraris CF, de Larrard F (1998) Testing and modelling of fresh concrete, NISTIR 6094. Gaithersburg, MD, US Ferraris CF, de Larrard F (1998) Testing and modelling of fresh concrete, NISTIR 6094. Gaithersburg, MD, US
Metadaten
Titel
Workability and Rheology of Fresh Recycled Aggregate Concrete
verfasst von
Carlo Pellegrino
Flora Faleschini
Copyright-Jahr
2016
DOI
https://doi.org/10.1007/978-3-319-28540-5_3