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The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars

Yıl 2024, Cilt: 28 Sayı: 2, 371 - 380, 30.04.2024
https://doi.org/10.16984/saufenbilder.1381564

Öz

This study investigates the alkali-silica reaction (ASR) and mechanical properties of mortars containing crumb and powder rubber instead of river sand. In this regard, mortars were produced using waste rubber whose ratios in the mixture are 0%, 3%, 6%, 9%, 12%, 15%, 18%, and 21%. ASR expansion, compressive and flexural strength tests were conducted on the samples. ASR measurements were performed on days 3, 7, 14, 21, and 28. Besides, at the end of the ASR experiment, the microstructures of the mortars were examined using scanning electron microscope (SEM) images. Examining the results of this study reveals that the use of waste rubber in rising portions in the mortars led to an increase in the ASR expansions of the mortars. The study shows that the ASR expansions of the mortar samples that have 9% and 15% waste rubber replacement are comparatively higher than the other mortar samples. Furthermore, the results of the SEM analysis verified this finding. The study demonstrates that 3% of waste rubber mortar samples have the highest compressive and flexural strengths. On the other side, the ASR expansion of the mortars with 3% substituted waste rubber was considerably low compared to other mortars containing waste rubber. These findings (ASR, compressive and flexural strength tests results) show that using 3% waste rubber is ideal for producing mortars and supports a sustainable production approach in the sector.

Kaynakça

  • [1] R. Si, J. Wang, S. Guo, Q. Dai, S. Han, “Evaluation of laboratory performance of self-consolidating concrete with recycled tire rubber”, Journal of Cleaner Production, vol. 180, pp. 823-831, 2018.
  • [2] A. Bala, S. Gupta, “Thermal resistivity, sound absorption and vibration damping of concrete composite doped with waste tire Rubber: A review”, Construction and Building Materials, vol. 299, pp. 123939, 2021.
  • [3] H. Su, J. Yang, G. S. Ghataora, S. Dirar, “Surface modified used rubber tyre aggregates: effect on recycled concrete performance”, Magazine of Concrete Research, vol. 67, no.12, pp. 680-691, 2015.
  • [4] A. Mohajerani, L. Burnett, J. V. Smith, S. Markovski, G. Rodwell, M. T. Rahman, H. Kurmus, M. Mirzababaei, A. Arulrajah, S. Horpibulsuk, F. Maghool, “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review”, Resources, Conservation and Recycling, vol. 155, pp. 104679, 2020.
  • [5] A. Gholampour, T. Ozbakkaloglu, R. Hassanli, “Behavior of rubberized concrete under active confinement”, Construction and Building Materials, vol. 138, pp. 372-382, 2017.
  • [6] S. R. Dahmardeh, M. S. S. Moghaddam, M. H. M. Moghaddam, “Effects of waste glass and rubber on the SCC: rheological, mechanical, and durability properties”, European Journal of Environmental and Civil Engineering, vol. 25, no. 2, pp. 302-321, 2019.
  • [7] M. Saberian, J. Li, “Long-term permanent deformation behaviour of recycled concrete aggregate with addition of crumb rubber in base and sub-base applications”, Soil Dynamics and Earthquake Engineering, vol. 121, pp. 436-441, 2019.
  • [8] F. Abbassi, F. Ahmad, “Behavior analysis of concrete with recycled tire rubber as aggregate using 3D-digital image correlation”, Journal of Cleaner Production, vol. 274, pp. 123074, 2020.
  • [9] W. H. Yung, L. C. Yung, L .H. Hua, “A study of the durability properties of waste tire rubber applied to self-compacting concrete”, Construction and Building Materials, vol. 41, pp. 665-672, 2013.
  • [10] B. Adhikari, D. De, S. Maiti, “Reclamation and recycling of waste rubber”, Progress in Polymer Science, vol. 25, no. 7, pp. 909-948, 2000.
  • [11] M. S. Karmacharya, V. K. Gupta, V. K. Jha, “Preparation of activated carbon from waste tire rubber for the active removal of Cr (VI) and Mn (II) ions from aqueous solution”, Transactions of the Indian Ceramic Society, vol. 75, no.4, pp. 234-241, 2016.
  • [12] F. P. Figueiredo, A. H. Shah, S. Huang, H. Angelakopoulos, K. Pilakoutas, I. Burgess, “Fire protection of concrete tunnel linings with waste tyre fibres”, Procedia Engineering, vol. 210, pp. 472-478, 2017.
  • [13] Q. Dong, B. Huang, X. Shu, “Rubber modified concrete improved by chemically active coating and silane coupling agent”, Construction and Building Materials, vol. 48, pp. 116-123, 2013.
  • [14] A. F. Angelin, F. M. Da Silva, L. A. G. Barbosa, R. C. C. Lintz, M. A. G. De Carvalho, R. A. S. Franco, “Voids identification in rubberized mortar digital images using K-Means and Watershed algorithms”, Journal of Cleaner Production, vol. 164, pp. 455-464, 2017.
  • [15] V. K. Gupta, B. Gupta, A. Rastogi, S. Agarwal, A. Nayak, “Pesticides removal from waste water by activated carbon prepared from waste rubber tire”, Water Research, vol. 45, no. 13, pp. 4047-4055, 2011.
  • [16] X. Shu, B. Huang, “Recycling of waste tire rubber in asphalt and portland cement concrete: An overview”, Construction and Building Materials, vol. 67, no. B, pp. 217-224, 2014.
  • [17] A. Bideci, H. Öztürk, Ö. S. Bideci, M. Emiroğlu, “Fracture energy and mechanical characteristics of self-compacting concretes including waste bladder tyre”, Construction and Building Materials, vol. 149, pp. 669-678, 2017.
  • [18] R. Bušić, I. Miličević, T. K. Šipoš, K. Strukar, “Recycled rubber as an aggregate replacement in self-compacting concrete-literature overview”, Materials, vol. 11, no. 9, pp. 1729, 2018.
  • [19] J. Xu, Z. Yao, G. Yang, Q. Han, “Research on crumb rubber concrete: From a multi-scale review”, Construction and Building Materials, vol. 232, pp. 117282, 2020.
  • [20] E. Eltayeb, X. Ma, Y. Zhuge, J. Xiao, O. Youssf, “Dynamic performance of rubberised concrete and its structural applications-An overview”, Engineering Structures, vol. 234, pp. 111990, 2021.
  • [21] F. M. Da Silva, L. A. G. Barbosa, R. C. C. Lintz, A. E. P. G. A. Jacintho, “Investigation on the properties of concrete tactile paving blocks made with recycled tire rubber”, Construction and Building Materials, vol. 91, pp. 71-79, 2015.
  • [22] T. Gupta, S. Siddique, R. K. Sharma, S. Chaudhary, “Effect of elevated temperature and cooling regimes on mechanical and durability properties of concrete containing waste rubber fiber”, Construction and Building Materials, vol. 137, pp. 35-45, 2017.
  • [23] T. Iskhakov, C. Giebson, J. J. Timothy, H. M. Ludwig, G. Meschke, “Deterioration of concrete due to ASR: Experiments and multiscale modelling”, Cement and Concrete Research, vol. 149, pp. 106575, 2021.
  • [24] B. Fournier, M. A. Bérubé, “Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications”, Canadian Journal of Civil Engineering, vol. 27, no. 2, pp. 167-191, 2000.
  • [25] L. F. M. Sanchez, S. Multon, A. Sellier, M. Cyr, B. Fournier, M. Jolin, “Comparative study of a chemo–mechanical modeling for alkali silica reaction (ASR) with experimental evidences”, Construction and Building Materials, vol. 72, pp. 301-315, 2014.
  • [26] K. Afshinnia, A. Poursaee, “The influence of waste crumb rubber in reducing the alkali–silica reaction in mortar bars”, Journal of Building Engineering, vol. 4, pp. 231-236, 2015.
  • [27] M. Yang, S. R. Paudel, E. Asa, “Comparison of pore structure in alkali activated fly ash geopolymer and ordinary concrete due to alkali-silica reaction using micro-computed tomography”, Construction and Building Materials, vol. 236, pp. 117524, 2020.
  • [28] L. F. M. Sanchez, B. Fournier, M. Jolin, D. Mitchell, J. Bastien, “Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures”, Cement and Concrete Research, vol. 93, pp. 17-31, 2017.
  • [29] R. B. Figueira, R. Sousa, L. Coelho, M. Azenha, J. M. de Almeida, P. A. S. Jorge, C. J. R. Silva, “Alkali-silica reaction in concrete: Mechanisms, mitigation and test methods”, Construction and Building Materials, vol. 222, pp. 903-931, 2019.
  • [30] R. Hay, C. P. Ostertag, “On utilization and mechanisms of waste aluminium in mitigating alkali-silica reaction (ASR) in concrete”, Journal of Cleaner Production, vol. 212, pp. 864-879, 2019.
  • [31] W. Dong, W. Li, Z. Tao, “A comprehensive review on performance of cementitious and geopolymeric concretes with recycled waste glass as powder, sand or cullet”, Resources, Conservation and Recycling, vol. 172, pp. 105664, 2021.
  • [32] F. Rajabipour, E. Giannini, C. Dunant, J. H. Ideker, M. D. A. Thomas, “Alkali–silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps”, Cement and Concrete Research, vol. 76, pp. 130-146, 2015.
  • [33] J. Liaudat, I. Carol, C. M. López, “Model for alkali-silica reaction expansions in concrete using zero-thickness chemo-mechanical interface elements”, International Journal of Solids and Structures, vol. 207, pp. 145-177, 2020.
  • [34] D. Li, J. Mills, T. Benn, X. Ma, R. Gravina, Y. Zhuge, “Review of the performance of high-strength rubberized concrete and its potential structural applications”, Advances in Civil Engineering Materials, vol. 5, no. 1, pp. 20150026, 2016.
  • [35] A. M. Rashad, “A comprehensive overview about recycling rubber as fine aggregate replacement in traditional cementitious materials”, International Journal of Sustainable Built Environment, vol. 5, no. 1, pp. 46-82, 2016.
  • [36] W. Feng, F. Liu, F. Yang, L. Li, L. Jing, “Experimental study on dynamic split tensile properties of rubber concrete”, Construction and Building Materials, vol. 165, pp.675-687, 2018.
  • [37] K. Strukar, T. K. Šipoš, I. Miličević, R. Bušić, “Potential use of rubber as aggregate in structural reinforced concrete element – A review”, Engineering Structures, vol. 188, pp. 452-468, 2019.
  • [38] R. Roychand, R. J. Gravina, Y. Zhuge, X. Ma, O. Youssf, J. E. Mills, “A comprehensive review on the mechanical properties of waste tire rubber concrete”, Construction and Building Materials, vol. 237, pp. 117651, 2020.
  • [39] J. Wang, Q. Dai, R. Si, S. Guo, “Mechanical, durability, and microstructural properties of macro synthetic polypropylene (PP) fiber-reinforced rubber concrete”, Journal of Cleaner Production, vol. 234, pp. 1351-1364, 2019.
  • [40] E. Eltayeb, X. Ma, Y. Zhuge, O. Youssf, J. E. Mills, J. Xiao, A. Singh, “Structural performance of composite panels made of profiled steel skins and foam rubberised concrete under axial compressive loads”, Engineering Structures, vol. 211, pp. 110448, 2020.
  • [41] O. Yi, J. E. Mills, Y. Zhuge, X. Ma, R. J. Gravina, O. Youssf, “Case study of the structural performance of composite slabs with low strength CRC delivered by concrete truck”, Case Studies in Construction Materials, vol. 13, pp. e00453, 2020.
  • [42] O. Youssf, J. E. Mills, T. Benn, Y. Zhuge, X. Ma, R. Roychand, R. Gravina, “Development of crumb rubber concrete for practical application in the residential construction sector – design and processing”, Construction and Building Materials, vol. 260, pp. 119813, 2020.
  • [43] S. Miraldo, S. Lopes, F. Pacheco-Torgal, A. Lopes, “Advantages and shortcomings of the utilization of recycled wastes as aggregates in structural concretes”, Construction and Building Materials, vol. 298, pp. 123729, 2021.
  • [44] TS:EN 197-1, Cement- Part 1: Composition, specification and conformity criteria for common cements, 2012.
  • [45] ASTM:C1260, Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), 2021.
  • [46] Q. Ma, Z. Mao, J. Zhang, G. Du, Y. Li, “Behavior evaluation of concrete made with waste rubber and waste glass after elevated temperatures”, Journal of Building Engineering, vol. 78, pp. 107639, 2023.
  • [47] A. Yılmazoğlu, S. T. Yıldırım, “A review on mechanical and durability properties of concrete with waste rubber aggregate”, Pamukkale University Journal of Engineering Sciences, vol. 29, no. 5, pp. 513-528, 2023.
  • [48] K. Bisht, P. V. Ramana, “Evaluation of mechanical and durability properties of crumb rubber concrete”, vol. 155, pp. 811-817, 2017.
  • [49] S. Abbas, A. Ahmed, A. Waheed, W. Abbass, M. Yousaf, S. Shaukat, H. Alabduljabbar, Y. A. Awad, “Recycled untreated rubber waste for controlling the alkali–silica reaction in concrete”, Materials, vol. 15, no. 10, pp. 3584, 2022.
  • [50] A. K. H. Kwan, M. McKinley, “Effects of limestone fines on water film thickness, paste film thickness and performance of mortar”, Powder Technology, vol. 261, pp. 33-41, 2014.
  • [51] T. Gupta, S. Chaudhary, R. K. Sharma, “Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate”, Construction and Building Materials, vol. 73, pp. 562-574, 2014.
  • [52] M. M. R. Taha, A. S. El-Dieb, M. A. A. El-Wahab, M. E. Abdel-Hameed, “Mechanical, fracture, and microstructural investigations of rubber concrete”, Journal of Materials in Civil Engineering, vol. 20, no. 10, pp. 640–649, 2008.
  • [53] Q. Ma, Z. Mao, M. Lei, J. Zhang, Z. Luo, S. Li, G. Du, Y. Li, “Experimental investigation of concrete prepared with waste rubber and waste glass”, Ceramics International, vol. 49, no. 11 (Part A), pp. 16951-16970, 2023.
Yıl 2024, Cilt: 28 Sayı: 2, 371 - 380, 30.04.2024
https://doi.org/10.16984/saufenbilder.1381564

Öz

Kaynakça

  • [1] R. Si, J. Wang, S. Guo, Q. Dai, S. Han, “Evaluation of laboratory performance of self-consolidating concrete with recycled tire rubber”, Journal of Cleaner Production, vol. 180, pp. 823-831, 2018.
  • [2] A. Bala, S. Gupta, “Thermal resistivity, sound absorption and vibration damping of concrete composite doped with waste tire Rubber: A review”, Construction and Building Materials, vol. 299, pp. 123939, 2021.
  • [3] H. Su, J. Yang, G. S. Ghataora, S. Dirar, “Surface modified used rubber tyre aggregates: effect on recycled concrete performance”, Magazine of Concrete Research, vol. 67, no.12, pp. 680-691, 2015.
  • [4] A. Mohajerani, L. Burnett, J. V. Smith, S. Markovski, G. Rodwell, M. T. Rahman, H. Kurmus, M. Mirzababaei, A. Arulrajah, S. Horpibulsuk, F. Maghool, “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review”, Resources, Conservation and Recycling, vol. 155, pp. 104679, 2020.
  • [5] A. Gholampour, T. Ozbakkaloglu, R. Hassanli, “Behavior of rubberized concrete under active confinement”, Construction and Building Materials, vol. 138, pp. 372-382, 2017.
  • [6] S. R. Dahmardeh, M. S. S. Moghaddam, M. H. M. Moghaddam, “Effects of waste glass and rubber on the SCC: rheological, mechanical, and durability properties”, European Journal of Environmental and Civil Engineering, vol. 25, no. 2, pp. 302-321, 2019.
  • [7] M. Saberian, J. Li, “Long-term permanent deformation behaviour of recycled concrete aggregate with addition of crumb rubber in base and sub-base applications”, Soil Dynamics and Earthquake Engineering, vol. 121, pp. 436-441, 2019.
  • [8] F. Abbassi, F. Ahmad, “Behavior analysis of concrete with recycled tire rubber as aggregate using 3D-digital image correlation”, Journal of Cleaner Production, vol. 274, pp. 123074, 2020.
  • [9] W. H. Yung, L. C. Yung, L .H. Hua, “A study of the durability properties of waste tire rubber applied to self-compacting concrete”, Construction and Building Materials, vol. 41, pp. 665-672, 2013.
  • [10] B. Adhikari, D. De, S. Maiti, “Reclamation and recycling of waste rubber”, Progress in Polymer Science, vol. 25, no. 7, pp. 909-948, 2000.
  • [11] M. S. Karmacharya, V. K. Gupta, V. K. Jha, “Preparation of activated carbon from waste tire rubber for the active removal of Cr (VI) and Mn (II) ions from aqueous solution”, Transactions of the Indian Ceramic Society, vol. 75, no.4, pp. 234-241, 2016.
  • [12] F. P. Figueiredo, A. H. Shah, S. Huang, H. Angelakopoulos, K. Pilakoutas, I. Burgess, “Fire protection of concrete tunnel linings with waste tyre fibres”, Procedia Engineering, vol. 210, pp. 472-478, 2017.
  • [13] Q. Dong, B. Huang, X. Shu, “Rubber modified concrete improved by chemically active coating and silane coupling agent”, Construction and Building Materials, vol. 48, pp. 116-123, 2013.
  • [14] A. F. Angelin, F. M. Da Silva, L. A. G. Barbosa, R. C. C. Lintz, M. A. G. De Carvalho, R. A. S. Franco, “Voids identification in rubberized mortar digital images using K-Means and Watershed algorithms”, Journal of Cleaner Production, vol. 164, pp. 455-464, 2017.
  • [15] V. K. Gupta, B. Gupta, A. Rastogi, S. Agarwal, A. Nayak, “Pesticides removal from waste water by activated carbon prepared from waste rubber tire”, Water Research, vol. 45, no. 13, pp. 4047-4055, 2011.
  • [16] X. Shu, B. Huang, “Recycling of waste tire rubber in asphalt and portland cement concrete: An overview”, Construction and Building Materials, vol. 67, no. B, pp. 217-224, 2014.
  • [17] A. Bideci, H. Öztürk, Ö. S. Bideci, M. Emiroğlu, “Fracture energy and mechanical characteristics of self-compacting concretes including waste bladder tyre”, Construction and Building Materials, vol. 149, pp. 669-678, 2017.
  • [18] R. Bušić, I. Miličević, T. K. Šipoš, K. Strukar, “Recycled rubber as an aggregate replacement in self-compacting concrete-literature overview”, Materials, vol. 11, no. 9, pp. 1729, 2018.
  • [19] J. Xu, Z. Yao, G. Yang, Q. Han, “Research on crumb rubber concrete: From a multi-scale review”, Construction and Building Materials, vol. 232, pp. 117282, 2020.
  • [20] E. Eltayeb, X. Ma, Y. Zhuge, J. Xiao, O. Youssf, “Dynamic performance of rubberised concrete and its structural applications-An overview”, Engineering Structures, vol. 234, pp. 111990, 2021.
  • [21] F. M. Da Silva, L. A. G. Barbosa, R. C. C. Lintz, A. E. P. G. A. Jacintho, “Investigation on the properties of concrete tactile paving blocks made with recycled tire rubber”, Construction and Building Materials, vol. 91, pp. 71-79, 2015.
  • [22] T. Gupta, S. Siddique, R. K. Sharma, S. Chaudhary, “Effect of elevated temperature and cooling regimes on mechanical and durability properties of concrete containing waste rubber fiber”, Construction and Building Materials, vol. 137, pp. 35-45, 2017.
  • [23] T. Iskhakov, C. Giebson, J. J. Timothy, H. M. Ludwig, G. Meschke, “Deterioration of concrete due to ASR: Experiments and multiscale modelling”, Cement and Concrete Research, vol. 149, pp. 106575, 2021.
  • [24] B. Fournier, M. A. Bérubé, “Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications”, Canadian Journal of Civil Engineering, vol. 27, no. 2, pp. 167-191, 2000.
  • [25] L. F. M. Sanchez, S. Multon, A. Sellier, M. Cyr, B. Fournier, M. Jolin, “Comparative study of a chemo–mechanical modeling for alkali silica reaction (ASR) with experimental evidences”, Construction and Building Materials, vol. 72, pp. 301-315, 2014.
  • [26] K. Afshinnia, A. Poursaee, “The influence of waste crumb rubber in reducing the alkali–silica reaction in mortar bars”, Journal of Building Engineering, vol. 4, pp. 231-236, 2015.
  • [27] M. Yang, S. R. Paudel, E. Asa, “Comparison of pore structure in alkali activated fly ash geopolymer and ordinary concrete due to alkali-silica reaction using micro-computed tomography”, Construction and Building Materials, vol. 236, pp. 117524, 2020.
  • [28] L. F. M. Sanchez, B. Fournier, M. Jolin, D. Mitchell, J. Bastien, “Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures”, Cement and Concrete Research, vol. 93, pp. 17-31, 2017.
  • [29] R. B. Figueira, R. Sousa, L. Coelho, M. Azenha, J. M. de Almeida, P. A. S. Jorge, C. J. R. Silva, “Alkali-silica reaction in concrete: Mechanisms, mitigation and test methods”, Construction and Building Materials, vol. 222, pp. 903-931, 2019.
  • [30] R. Hay, C. P. Ostertag, “On utilization and mechanisms of waste aluminium in mitigating alkali-silica reaction (ASR) in concrete”, Journal of Cleaner Production, vol. 212, pp. 864-879, 2019.
  • [31] W. Dong, W. Li, Z. Tao, “A comprehensive review on performance of cementitious and geopolymeric concretes with recycled waste glass as powder, sand or cullet”, Resources, Conservation and Recycling, vol. 172, pp. 105664, 2021.
  • [32] F. Rajabipour, E. Giannini, C. Dunant, J. H. Ideker, M. D. A. Thomas, “Alkali–silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps”, Cement and Concrete Research, vol. 76, pp. 130-146, 2015.
  • [33] J. Liaudat, I. Carol, C. M. López, “Model for alkali-silica reaction expansions in concrete using zero-thickness chemo-mechanical interface elements”, International Journal of Solids and Structures, vol. 207, pp. 145-177, 2020.
  • [34] D. Li, J. Mills, T. Benn, X. Ma, R. Gravina, Y. Zhuge, “Review of the performance of high-strength rubberized concrete and its potential structural applications”, Advances in Civil Engineering Materials, vol. 5, no. 1, pp. 20150026, 2016.
  • [35] A. M. Rashad, “A comprehensive overview about recycling rubber as fine aggregate replacement in traditional cementitious materials”, International Journal of Sustainable Built Environment, vol. 5, no. 1, pp. 46-82, 2016.
  • [36] W. Feng, F. Liu, F. Yang, L. Li, L. Jing, “Experimental study on dynamic split tensile properties of rubber concrete”, Construction and Building Materials, vol. 165, pp.675-687, 2018.
  • [37] K. Strukar, T. K. Šipoš, I. Miličević, R. Bušić, “Potential use of rubber as aggregate in structural reinforced concrete element – A review”, Engineering Structures, vol. 188, pp. 452-468, 2019.
  • [38] R. Roychand, R. J. Gravina, Y. Zhuge, X. Ma, O. Youssf, J. E. Mills, “A comprehensive review on the mechanical properties of waste tire rubber concrete”, Construction and Building Materials, vol. 237, pp. 117651, 2020.
  • [39] J. Wang, Q. Dai, R. Si, S. Guo, “Mechanical, durability, and microstructural properties of macro synthetic polypropylene (PP) fiber-reinforced rubber concrete”, Journal of Cleaner Production, vol. 234, pp. 1351-1364, 2019.
  • [40] E. Eltayeb, X. Ma, Y. Zhuge, O. Youssf, J. E. Mills, J. Xiao, A. Singh, “Structural performance of composite panels made of profiled steel skins and foam rubberised concrete under axial compressive loads”, Engineering Structures, vol. 211, pp. 110448, 2020.
  • [41] O. Yi, J. E. Mills, Y. Zhuge, X. Ma, R. J. Gravina, O. Youssf, “Case study of the structural performance of composite slabs with low strength CRC delivered by concrete truck”, Case Studies in Construction Materials, vol. 13, pp. e00453, 2020.
  • [42] O. Youssf, J. E. Mills, T. Benn, Y. Zhuge, X. Ma, R. Roychand, R. Gravina, “Development of crumb rubber concrete for practical application in the residential construction sector – design and processing”, Construction and Building Materials, vol. 260, pp. 119813, 2020.
  • [43] S. Miraldo, S. Lopes, F. Pacheco-Torgal, A. Lopes, “Advantages and shortcomings of the utilization of recycled wastes as aggregates in structural concretes”, Construction and Building Materials, vol. 298, pp. 123729, 2021.
  • [44] TS:EN 197-1, Cement- Part 1: Composition, specification and conformity criteria for common cements, 2012.
  • [45] ASTM:C1260, Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), 2021.
  • [46] Q. Ma, Z. Mao, J. Zhang, G. Du, Y. Li, “Behavior evaluation of concrete made with waste rubber and waste glass after elevated temperatures”, Journal of Building Engineering, vol. 78, pp. 107639, 2023.
  • [47] A. Yılmazoğlu, S. T. Yıldırım, “A review on mechanical and durability properties of concrete with waste rubber aggregate”, Pamukkale University Journal of Engineering Sciences, vol. 29, no. 5, pp. 513-528, 2023.
  • [48] K. Bisht, P. V. Ramana, “Evaluation of mechanical and durability properties of crumb rubber concrete”, vol. 155, pp. 811-817, 2017.
  • [49] S. Abbas, A. Ahmed, A. Waheed, W. Abbass, M. Yousaf, S. Shaukat, H. Alabduljabbar, Y. A. Awad, “Recycled untreated rubber waste for controlling the alkali–silica reaction in concrete”, Materials, vol. 15, no. 10, pp. 3584, 2022.
  • [50] A. K. H. Kwan, M. McKinley, “Effects of limestone fines on water film thickness, paste film thickness and performance of mortar”, Powder Technology, vol. 261, pp. 33-41, 2014.
  • [51] T. Gupta, S. Chaudhary, R. K. Sharma, “Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate”, Construction and Building Materials, vol. 73, pp. 562-574, 2014.
  • [52] M. M. R. Taha, A. S. El-Dieb, M. A. A. El-Wahab, M. E. Abdel-Hameed, “Mechanical, fracture, and microstructural investigations of rubber concrete”, Journal of Materials in Civil Engineering, vol. 20, no. 10, pp. 640–649, 2008.
  • [53] Q. Ma, Z. Mao, M. Lei, J. Zhang, Z. Luo, S. Li, G. Du, Y. Li, “Experimental investigation of concrete prepared with waste rubber and waste glass”, Ceramics International, vol. 49, no. 11 (Part A), pp. 16951-16970, 2023.
Toplam 53 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği (Diğer)
Bölüm Araştırma Makalesi
Yazarlar

Ufuk Kandil 0000-0003-0064-6250

H. Alperen Bulut 0000-0002-1770-195X

Erken Görünüm Tarihi 24 Nisan 2024
Yayımlanma Tarihi 30 Nisan 2024
Gönderilme Tarihi 26 Ekim 2023
Kabul Tarihi 30 Aralık 2023
Yayımlandığı Sayı Yıl 2024 Cilt: 28 Sayı: 2

Kaynak Göster

APA Kandil, U., & Bulut, H. A. (2024). The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 28(2), 371-380. https://doi.org/10.16984/saufenbilder.1381564
AMA Kandil U, Bulut HA. The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars. SAUJS. Nisan 2024;28(2):371-380. doi:10.16984/saufenbilder.1381564
Chicago Kandil, Ufuk, ve H. Alperen Bulut. “The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars”. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi 28, sy. 2 (Nisan 2024): 371-80. https://doi.org/10.16984/saufenbilder.1381564.
EndNote Kandil U, Bulut HA (01 Nisan 2024) The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi 28 2 371–380.
IEEE U. Kandil ve H. A. Bulut, “The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars”, SAUJS, c. 28, sy. 2, ss. 371–380, 2024, doi: 10.16984/saufenbilder.1381564.
ISNAD Kandil, Ufuk - Bulut, H. Alperen. “The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars”. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi 28/2 (Nisan 2024), 371-380. https://doi.org/10.16984/saufenbilder.1381564.
JAMA Kandil U, Bulut HA. The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars. SAUJS. 2024;28:371–380.
MLA Kandil, Ufuk ve H. Alperen Bulut. “The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars”. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, c. 28, sy. 2, 2024, ss. 371-80, doi:10.16984/saufenbilder.1381564.
Vancouver Kandil U, Bulut HA. The Effect of Different Proportions of Waste Rubber Substitution on Alkali-Silica Reaction and Mechanical Properties in Mortars. SAUJS. 2024;28(2):371-80.

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