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The equivalent mortar volume method in the manufacturing of recycled aggregate concrete

Identyfikatory
Warianty tytułu
PL
Metoda równoważnej objętości zaprawy w wytwarzaniu betonu z kruszywem z recyklingu
Języki publikacji
EN
Abstrakty
EN
Many studies have observed that the mechanical properties of concrete made of recycled aggregate are worse than for concrete made of natural aggregate; this is mainly due to the mortar that is attached to the recycled aggregate. In literature, an equivalent mortar volume method in the manufacturing of recycled aggregate concrete has been proposed. This method treats the attached mortar as new mortar. The application of this method can reduce the use of natural materials while maintaining mechanical properties and eliminate the additional processes required for the production of recycled aggregates. The aim of this paper is to briefly describe the recent application of this method, present gaps in current research and anticipated directions for further research.
PL
Wiele badań wykazało, że właściwości mechaniczne betonu wykonanego z kruszywem pochodzącym z recyklingu są gorsze niż właściwości betonu wykonanego z kruszywa naturalnego, głównie ze względu na zaprawę zespoloną z kruszywem z recyklingu. W związku z tym w literaturze zaproponowano metodę równoważnej objętości zaprawy w wytwarzaniu betonu z kruszywem z recyklingu. Ta metoda traktuje dołączoną zaprawę jako nową zaprawę. Zastosowanie tej metody może zmniejszyć zużycie materiałów naturalnych przy jednoczesnym zachowaniu właściwości mechanicznych betonu i wyeliminować dodatkowe procesy wymagane do produkcji kruszyw z recyklingu. Celem tego artykułu jest krótki opis najnowszych zastosowań tej metody, przedstawienie luk w obecnych badaniach i przewidywanych kierunków dalszych badań.
Rocznik
Strony
121--138
Opis fizyczny
Bibliogr. 82 poz., il., wykr., wz., tab.
Twórcy
  • Faculty of Civil Engineering, Wrocław University of Science and Technology
  • Faculty of Civil Engineering, Wrocław University of Science and Technology
Bibliografia
  • [1] Kim J.H., Sung J.H., Jeon C.S., Lee S.H., Kim H.S., A study on the properties of recycled aggregate concrete and its production facilities, Applied Sciences 9-9/2019, 1935.
  • [2] Akhtar A., Sarmah A. K., Construction and demolition waste generation and properties of recycled aggregate concrete: a global perspective, Journal of Cleaner Production 186/2018, 262–281.
  • [3] Zhu P., Hao Y., Liu H., Wei D., Liu S., Gu L., Durability evaluation of three generations of 100% repeatedly recycled coarse aggregate concrete, Construction and Building Materials 210/2019, 442–450.
  • [4] Zhang L., Sojobi A., Kodur V., Liew K., Effective utilization and recycling of mixed recycled aggregates for a greener environment, Journal of Cleaner Production 236/2019, 117600.
  • [5] Tam V. W., Gao X., Tam C., Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach, Cement and Concrete Research 35-6/2005, 1195–1203.
  • [6] Thomas J., Thaickavil N. N., Wilson P., Strength and durability of concrete containing recycled concrete aggregates, Journal of Building Engineering 19/2018, 349–365.
  • [7] Pellegrino C., Faleschini F., Sustainability improvements in the concrete industry: use of recycled materials for structural concrete production, Springer, 2018.
  • [8] Cleary D. B., Recycled concrete aggregate in portland cement concrete (No. FHWA-NJ-2013-001), New Jersey. Dept. of Transportation, 2013.
  • [9] Mcneil K., Kang T. H.K., Recycled concrete aggregates: a review, International Journal of Concrete Structures and Materials 7-1/2013, 61–69.
  • [10] Wang Y., Hughes P., Niu H., Fan Y., A new method to improve the properties of recycled aggregate concrete: composite addition of basalt fiber and nano-silica, Journal of Cleaner Production 236/2019, 117602.
  • [11] Juan M. S. D., Gutiérrez P. A., Study on the influence of attached mortar content on the properties of recycled concrete aggregate, Construction and Building Materials 23-2/2009, 872–877.
  • [12] Omary S., Ghorbel E., Wardeh G., Relationships between recycled concrete aggregates characteristics and recycled aggregates concretes properties, Construction and Building Materials 108/2016, 163–174.
  • [13] Duan Z. H., Poon C. S., Properties of recycled aggregate concrete made with recycled aggregates with different amounts of old adhered mortars, Materials & Design 58/2014, 19–29.
  • [14] Zeng W., Zhao Y., Poon C. S., Feng Z., Lu Z., Shah S. P., Using microbial carbonate precipitation to improve the properties of recycled aggregate, Construction and Building Materials 228/2019, 116743.
  • [15] Ismail S., Ramli M., Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates, Construction and Building Materials 68/2014, 726–739.
  • [16] Kim Y., Hanif A., Kazmi S. M., Munir M. J., Park C., Properties enhancement of recycled aggregate concrete through pretreatment of coarse aggregates – comparative assessment of assorted techniques, Journal of Cleaner Production 191/2018, 339–349.
  • [17] Singh L., Bisht V., Aswathy M., Chaurasia L., Gupta S., Studies on performance enhancement of recycled aggregate by incorporating bio and nano materials, Construction and Building Materials 181/2018, 217–226.
  • [18] Wang L., Wang J., Qian X., Chen P., Xu Y., Guo J., An environmentally friendly method to improve the quality of recycled concrete aggregates, Construction and Building Materials 144/2017, 432–441.
  • [19] Wu C. R., Zhu Y. G., Zhang X. T., Kou S. C., Improving the properties of recycled concrete aggregate with bio-deposition approach, Cement and Concrete Composites 94/2018, 248–254.
  • [20] Kencanawati N. N., Akmaluddin, Merdana I. N., Nuraida N., Hadi I. R., Shigeishi M., Improving of recycled aggregate quality by thermal-mechanical-chemical process, Procedia Engineering 171/2017, 640–644.
  • [21] Saravanakumar P., Abhiram K., Manoj B., Properties of treated recycled aggregates and its influence on concrete strength characteristics, Construction and Building Materials 111/2016, 611–617.
  • [22] Katkhuda H., Shatarat N., Improving the mechanical properties of recycled concrete aggregate using chopped basalt fibers and acid treatment, Construction and Building Materials 140/2017, 328–335.
  • [23] Hossain F. Z., Shahjalal M., Islam K., Tiznobaik M., Alam M. S., Mechanical properties of recycled aggregate concrete containing crumb rubber and polypropylene fiber, Construction and Building Materials 225/2019, 983–996.
  • [24] Çakır Ö., Experimental analysis of properties of recycled coarse aggregate (rca) concrete with mineral additives, Construction and Building Materials 68/2014, 17–25.
  • [25] Mardani-Aghabaglou A., Yüksel C., Beglarigale A., Ramyar K., Improving the mechanical and durability performance of recycled concrete aggregate-bearing mortar mixtures by using binary and ternary cementitious systems, Construction and Building Materials 196/2019, 295–306.
  • [26] Hu Y., Tang Z., Li W., Li Y., Tam V. W., Physical-mechanical properties of fly ash/ggbfs geopolymer composites with recycled aggregates, Construction and Building Materials 226/2019, 139–151.
  • [27] Fathifazl, G. Structural performance of steel reinforced recycled concrete members, Doctoral dissertation, Carleton University, Ottawa, Canada, 2008.
  • [28] Eguchi K., Teranishi K., Nakagome A., Kishimoto H., Shinozaki K., Narikawa M., Application of recycled coarse aggregate by mixture to concrete construction, Construction and Building Materials 21-7/2007, 1542–1551.
  • [29] Dilbas H., Çakır Ö., Atiş C., Experimental investigation on properties of recycled aggregate concrete with optimized ball milling method, Construction and Building Materials 212/2019, 716–726.
  • [30] Kim Y., Hanif A., Usman M., Park W., Influence of bonded mortar of recycled concrete aggregates on interfacial characteristics – porosity assessment based on pore segmentation from backscattered electron image analysis, Construction and Building Materials 212/2019, 149–163.
  • [31] Huda S. B., Alam M. S., Mechanical behavior of three generations of 100% repeated recycled coarse aggregate concrete, Construction and Building Materials 65/2014, 574–582.
  • [32] Gómez-Soberón J. M., Porosity of recycled concrete with substitution of recycled concrete aggregate, Cement and Concrete Research 32-8/2002, 1301–1311.
  • [33] Rajhans P., Chand G., Kisku N., Panda S. K., Nayak S., Proposed mix design method for producing sustainable self compacting heat cured recycled aggregate concrete and its microstructural investigation, Construction and Building Materials 218/2019, 568–581.
  • [34] Juez J. M., Cazacliu B., Cothenet A., Artoni R., Roquet N., Recycled concrete aggregate attrition during mixing new concrete, Construction and Building Materials 116/2016, 299–309.
  • [35] Michael J. McGinnis, Mark Davis, Andres de la Rosa, Brad D. Weldon, Yahya C. Kurama, Strength and stiffness of concrete with recycled concrete aggregates, Construction and Building Materials 154/2017, 258–269.
  • [36] Zhang H., Wang Y., Lehman D. E., Geng Y., Kuder K., Time-dependent drying shrinkage model for concrete with coarse and fine recycled aggregate, Cement and Concrete Composites 105/2020, 103426.
  • [37] Kazmi S. M. S., Munir M. J., Wu Y. F., Patnaikuni I., Zhou Y., Xing F., Influence of different treatment methods on the mechanical behavior of recycled aggregate concrete: a comparative study, Cement and Concrete Composites 104/2019, 103398.
  • [38] Ahimoghadam F., Effect of recycled concrete aggregate properties on the behaviour of new concrete, Doctoral dissertation, University of Ottawa, Ottawa, Canada, 2018.
  • [39] Jiménez C., Barra M., Valls S., Aponte D., Vázquez E., Durability of recycled aggregate concrete designed with the equivalent mortar volume (EMV) method: validation under the spanish context and its adaptation to bolomey methodology, Materiales de Construcción 64-313/2014, e006-1.
  • [40] Faleschini F., Jiménez C., Barra M., Aponte D., Vázquez E., Pellegrino C., Rheology of fresh concretes with recycled aggregates, Construction and Building Materials 73/2014, 407–416.
  • [41] Yang S., Lee H., Structural performance of reinforced rca concrete beams made by a modified EMV method, Sustainability 9-1/2017, 131.
  • [42] Yang S., Lee H., Freeze–thaw resistance and drying shrinkage of recycled aggregate concrete proportioned by the modified equivalent mortar volume method, International Journal of Concrete Structures and Materials 11-4/2017, 617–626.
  • [43] Yang S., Effect of different types of recycled concrete aggregates on equivalent concrete strength and drying shrinkage properties, Applied Sciences 8-11/2018, 2190.
  • [44] Knaack A. M., Kurama Y. C., Design of concrete mixtures with recycled concrete aggregates, ACI Materials Journal 110-5/2013, 483.
  • [45] standard JGJ55, C. Specification for mix proportion design of ordinary concrete. Beijing, China, 2000.
  • [46] IS 10262:2009 Indian standard concrete mix proportioning - Guidelines (First revision), Bureau of India Standard, New Delhi, India, 2009
  • [47] ASTM, A. C192/C192M-13a-Standard practice for making and curing concrete test specimens in the laboratory. Technical report, ASTM International, 2013
  • [48] ACI Committee 211, Standard practice for selecting proportions for normal, heavyweight, and mass concrete (ACI 211.1-91), 2002.
  • [49] Abreu V., Evangelista L., Brito J. D., The effect of multi-recycling on the mechanical performance of coarse recycled aggregates concrete, Construction and Building Materials 188/2018, 480–489.
  • [50] Xiao J., Li J., Zhang C., Mechanical properties of recycled aggregate concrete under uniaxial loading, Cement and Concrete Research 35-6/2005, 1187–1194.
  • [51] Olorunsogo F., Padayachee N., Performance of recycled aggregate concrete monitored by durability indexes, Cement and Concrete Research 32-2/2002, 179–185.
  • [52] Thomas C., Setién J., Polanco J., Alaejos P., De Juan M. S., Durability of recycled aggregate concrete, Construction and Building Materials 40/2013, 1054-1065.
  • [53] Domingo-Cabo A., Lázaro C., López-Gayarre F., Serrano-López M., Serna P., CastañoTabares J., Creep and shrinkage of recycled aggregate concrete, Construction and Building Materials 23-7/2009, 2545–2553.
  • [54] Corinaldesi V., Moriconi G., Influence of mineral additions on the performance of 100% recycled aggregate concrete, Construction and Building Materials 23-8/2009, 2869–2876.
  • [55] Rao M. C., Bhattacharyya S. K., Barai S. V., Influence of field recycled coarse aggregate on properties of concrete, Materials and Structures 44-1/2010, 205–220.
  • [56] Kwan W. H., Ramli M., Kam K. J., Sulieman M. Z., Influence of the amount of recycled coarse aggregate in concrete design and durability properties, Construction and Building Materials 26-1/2011, 565-573.
  • [57] Andreu G., Miren E., Experimental analysis of properties of high performance recycled aggregate concrete, Construction and Building Materials 52/2014, 227-235.
  • [58] Kou S. C., Poon C. S., Mechanical properties of 5-year-old concrete prepared with recycled aggregates obtained from three different sources, Magazine of Concrete Research 60-1/2008, 57–64.
  • [59] Zhou C., Chen Z., Mechanical properties of recycled concrete made with different types of coarse aggregate, Construction and Building Materials 134/2017, 497–506.
  • [60] Fathifazl G., Abbas A., Razaqpur A. G., Isgor O. B., Fournier B., Foo S., New mixture proportioning method for concrete made with coarse recycled concrete aggregate, Journal of Materials in Civil Engineering 21-10/2009, 601–611.
  • [61] Tam V. W., Tam C., Le K., Removal of cement mortar remains from recycled aggregate using pre-soaking approaches, Resources, Conservation and Recycling 50-1/2007, 82–101.
  • [62] Akbarnezhad A., Ong K. C. G., Zhang M. H., Tam C. T., Acid treatment technique for determining the mortar content of recycled concrete aggregates, Journal of Testing and Evaluation 41-3/2013, 441-450.
  • [63] Movassaghi R., Durability of reinforced concrete incorporating recycled concrete as aggregate (RCA), Master’s thesis, University of Waterloo, Waterloo, Canada, 2006
  • [64] Akbarnezhad A., Ong K., Zhang M., Tam C., Foo T., Microwave-assisted beneficiation of recycled concrete aggregates, Construction and Building Materials 25-8/2011, 3469–3479.
  • [65] Dean S. W., Abbas A., Fathifazl G., Isgor O. B., Razaqpur A. G., Fournier B., Foo S., Proposed method for determining the residual mortar content of recycled concrete aggregates, Journal of ASTM International 5-1/2008, 101087.
  • [66] Abbas A., Fathifazl G., Fournier B., Isgor O., Zavadil R., Razaqpur A., Foo S., Quantification of the residual mortar content in recycled concrete aggregates by image analysis, Materials Characterization 60-7/2009, 716–728.
  • [67] Kim J., The effect of residual mortar in recycled aggregate on behavior of recycled aggregate concrete, Master’s Thesis, Korea University of Technology and Education, Cheonan, Korea, 2016 (In Korean)
  • [68] Kim N., Kim J., Yang S., Mechanical strength properties of rca concrete made by a modified EMV method, Sustainability 8-9/2016, 924.
  • [69] Yang S., Lee H., Mechanical properties of recycled aggregate concrete proportioned with modified equivalent mortar volume method for paving applications, Construction and Building Materials 136/2017, 9–17.
  • [70] Surya M., Rao V. L. K., Lakshmy P., Mechanical, durability, and time-dependent properties of recycled aggregate concrete with fly ash, ACI Materials Journal 112-5/2015, 653.
  • [71] Knaack A. M., Kurama Y. C., Design of concrete mixtures with recycled concrete aggregates, ACI Materials Journal 110-5/2013, 483.
  • [72] Hayles M., Sanchez L. F., Noël M., Eco-efficient low cement recycled concrete aggregate mixtures for structural applications, Construction and Building Materials 169/2018, 724–732.
  • [73] Rajhans P., Panda S. K., Nayak S., Sustainable self compacting concrete from C&D waste by improving the microstructures of concrete ITZ, Construction and Building Materials 163/2018, 557–570.
  • [74] Abbas A., Fathifazl G., Isgor O. B., Razaqpur A. G., Fournier B., Foo S., Durability of recycled aggregate concrete designed with equivalent mortar volume method, Cement and Concrete Composites 31-8/2009, 555–563.
  • [75] Rajhans P., Gupta P. K., Kumar R. R., Panda S. K., Nayak S., EMV mix design method for preparing sustainable self compacting recycled aggregate concrete subjected to chloride environment, Construction and Building Materials 199/2019, 705–716.
  • [76] Fathifazl G., Razaqpur A., Isgor O. B., Abbas A., Fournier B., Foo S., Shear capacity evaluation of steel reinforced recycled concrete (RRC) Beams, Engineering Structures 33-3/2011, 1025–1033.
  • [77] Fathifazl G., Razaqpur A., Isgor O. B., Abbas A., Fournier B., Foo S., Shear strength of reinforced recycled concrete beams with stirrups, Magazine of Concrete Research 62-10/2010, 685-699.
  • [78] Fathifazl G., Abbas A., Foo S., Isgor O., Fournier B., Razaqpur A., Shear strength of reinforced recycled concrete beams without stirrups, Magazine of Concrete Research 61-7/2009, 387–400.
  • [79] Jiménez C., Barra M., Josa A., Valls S., LCA of recycled and conventional concretes designed using the equivalent mortar volume and classic methods, Construction and Building Materials 84/2015, 245–252.
  • [80] Yang S., Lim Y., Mechanical strength and drying shrinkage properties of rca concretes produced from old railway concrete sleepers using by a modified EMV method, Construction and Building Materials 185/2018, 499–507.
  • [81] Mathew P., Baby V., Sahoo D. K., Joseph G., Manually recycled coarse aggregate from concrete waste—a sustainable substitute for customary coarse aggregate, Am. J. Eng. Res 3/2013, 34-38.
  • [82] ISO14040. Environmental management: life cycle assessment; principles and framework (No. 2006), ISO, 2006
Uwagi
EN
Section "Civil Engineering"
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f91f2db2-8650-4e94-b753-694ba8e84965
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