UTILIZATION OF MUĞLA FLY ASH AND QUARTZ DUST IN ENGINEERED CEMENTITIOUS COMPOSITES PRODUCTION AT HIGH VOLUMES
Yıl 2020,
Cilt: 6 Sayı: 1, 63 - 71, 30.06.2020
Süleyman Bahadır Keskin
,
Olkan Taş
,
Özlem Kasap Keskin
Öz
Concrete, because of its brittle nature, is very prone to cracking especially under induced tensile stresses. Those cracks make the material vulnerable to external influences. Water penetrating through the cracks yields various durability issues that shorten the service life of the concrete. However, contrary to ordinary concrete, in Engineered Cementitious Composites (ECC) formation of multiple and tight micro-cracks under loading yields to high ductility, energy absorption capacity and durability. Besides, these tiny cracks also exhibit self-healing properties with the help of a high amount of binding materials available in composite composition. Within the scope of this study, in the design of the ECC, two different mixtures with low and high fly ash amounts were produce. Furthermore, waste materials of the Muğla region which cause environmental pollution and have little or no commercial value were used in ECC production. Mechanical strength values and self-healing properties of the specimens were investigated at the scope of the study.
Destekleyen Kurum
Muğla Sıtkı Koçman Üniversitesi
Proje Numarası
BAP-17/006
Teşekkür
This study has been granted by Muğla Sıtkı Koçman University Scientific Research Project: BAP-17/006.
Authors would also like to acknowledge BASF Chemical Company, OYAK Denizli Cement Factory and Mikroman Mining Company for their material supports.
Kaynakça
- [1] Gohil, B.D. and Parikh K.B. (2016) Study on Engineered Cementitious Composites with Different Fibres: A Critical Review, Int J Inno Eng Technol, 6: 366-370
- [2] Deshpande, U.L. and Murnal P.B. (2016) Ductile Concrete Using Engineered Cementitious Composites, Int. J. Eng. Res. Sci., 5: 756-760
- [3] Keskin, S.B., Sahmaran, M., Yaman, I.O. and Lachemi, M. (2014) Correlation between the viscoelastic properties and cracking potential of engineered cementitious composites, Constr Build Mater, 71: 375-383
- [4] Sahmaran, M., Yildirim G. and Erdem T.K. (2013) Self-healing capability of cementitious composites incorporating different supplementary cementitious materials, Cem Concr Compos, 35: 89-101
- [5] Bentur, A. and Mindess S. (2007) Fiber Reinforced Cementitious Composites, 2nd Ed., Taylor & Francis, New York, 625
- [6] Mauney, M. “History of Asbestos” Date of access: 7.2.2018,https://www.asbestos.com/asbestos/history/
- [7] Mobasher, B. and Yu Li, C., (1996) Mechanical properties of hybrid cement-based composites, ACI Mater J, May-June, 284-287
- [8] Beglarigale, A. and Yazıcı, H. (2015) Çimento Esaslı Kompozzitlerde Lif matris Aderansına Kür Koşullarının Etkisinin İncelenmesi, 9. Ulusal Beton Kongresi, 13 December 2016, Antalya, 517-526
- [9] Brandt, A.M. (2009) Concrete like composites, 39-42, Cement-based Composites: Materials, Mechanical Properties and Performance, Taylor & Francis, New York
- [10] Khan, M.I., Abbas, Y.M. and Fares G. (2017) Review of high and ultrahigh performance cementitious composites incorporating various combinations of fibers and ultra-fines, J King Saud Univ Sci– Engineering Sciences
- [11] Song, G. (2005) Matrix Manipulation to Study ECC Behaviour, MSc Thesis, University of Stellenbosch
- [12] Zhang, Q. and Li, V.C. (2014) Adhesive bonding of fire-resistive engineered cementitious composites (ECC) to steel, Constr Build Mater, 64: 431–439
- [13] Yang, E.H., Yang, Y. and Li, V. (2007) Use of High Volumes of Fly Ash to Improve ECC Mechanical Properties and Material Greenness, ACI Mater J, Title no. 104-M68, 303-311
- [14] Merchant, B. and Gelot, A. (2015) Evaluation of engineering cementitious composites (ECC) with different percentage of fibers, Int. J. of Eng. Res. Technol., 4: 40-43
- [15] Akkari, A. (2011) Evaluation of a Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composite for a Thin-Bonded Pavement Overlay, Minnesota Dep. of Transportation, Research Project Final Report 2011-11
- [16] Li, V.C. (2008) Engineered Cementitious Composites (ECC) - Material, Structural, and Durability Performance, Concrete Construction Engineering Handbook, Chapter 24, Ed. Nawy E., published by CRC Press
- [17] Keskin, S.B. (2012) Dimensional Stability of Engineered Cementitious Composites, PhD Thesis, Middle East Technical University, Ankara, 165
- [18] Tittelboom, K. V. and Belie, N. D. (2013) Self-Healing in Cementitious Materials - A Review,Mat., 6: 2182-2217
- [19] Yildirim, G., Kasap Keskin, Ö., Keskin, S.B., Sahmaran M. and Lachemi M. (2015) A review of intrinsic self-healing capability of engineered cementitious composites: Recovery of transport and mechanical properties, Constr Build Mater, 101: 10–21
- [20] Reinhardt, H.W., Jonkers, H. K., Tittelboom, V., Snoeck, D, Belie, . N. D., Muynck, W. D., Verstraete, W., Wang, J and Mechtcherine, V. (2013) Self-Healing Phenomena in Cement-Based Materials, RILEM 11: 65–117.
- [21] ASTM C618-19, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, ASTM International, West Conshohocken, PA, 2019, www.astm.org
- [22] ASTM C494 / C494M-17, Standard Specification for Chemical Admixtures for Concrete, ASTM International, West Conshohocken, PA, 2017, www.astm.org
- [23] ASTM C1260-14, Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), ASTM International, West Conshohocken, PA, 2014, www.astm.org
- [24] ASTM C109 / C109M-16a, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM International, West Conshohocken, PA, 2016, www.astm.org
- [25] ASTM C1202-17a, Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, PA, 2017, www.astm.org
- [26] ASTM C597-16, Standard Test Method for Pulse Velocity Through Concrete, ASTM International, West Conshohocken, PA, 2016, www.astm.org
- [27] ASTM C1585-13, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, ASTM International, West Conshohocken, PA, 2016, www.astm.org
Yıl 2020,
Cilt: 6 Sayı: 1, 63 - 71, 30.06.2020
Süleyman Bahadır Keskin
,
Olkan Taş
,
Özlem Kasap Keskin
Proje Numarası
BAP-17/006
Kaynakça
- [1] Gohil, B.D. and Parikh K.B. (2016) Study on Engineered Cementitious Composites with Different Fibres: A Critical Review, Int J Inno Eng Technol, 6: 366-370
- [2] Deshpande, U.L. and Murnal P.B. (2016) Ductile Concrete Using Engineered Cementitious Composites, Int. J. Eng. Res. Sci., 5: 756-760
- [3] Keskin, S.B., Sahmaran, M., Yaman, I.O. and Lachemi, M. (2014) Correlation between the viscoelastic properties and cracking potential of engineered cementitious composites, Constr Build Mater, 71: 375-383
- [4] Sahmaran, M., Yildirim G. and Erdem T.K. (2013) Self-healing capability of cementitious composites incorporating different supplementary cementitious materials, Cem Concr Compos, 35: 89-101
- [5] Bentur, A. and Mindess S. (2007) Fiber Reinforced Cementitious Composites, 2nd Ed., Taylor & Francis, New York, 625
- [6] Mauney, M. “History of Asbestos” Date of access: 7.2.2018,https://www.asbestos.com/asbestos/history/
- [7] Mobasher, B. and Yu Li, C., (1996) Mechanical properties of hybrid cement-based composites, ACI Mater J, May-June, 284-287
- [8] Beglarigale, A. and Yazıcı, H. (2015) Çimento Esaslı Kompozzitlerde Lif matris Aderansına Kür Koşullarının Etkisinin İncelenmesi, 9. Ulusal Beton Kongresi, 13 December 2016, Antalya, 517-526
- [9] Brandt, A.M. (2009) Concrete like composites, 39-42, Cement-based Composites: Materials, Mechanical Properties and Performance, Taylor & Francis, New York
- [10] Khan, M.I., Abbas, Y.M. and Fares G. (2017) Review of high and ultrahigh performance cementitious composites incorporating various combinations of fibers and ultra-fines, J King Saud Univ Sci– Engineering Sciences
- [11] Song, G. (2005) Matrix Manipulation to Study ECC Behaviour, MSc Thesis, University of Stellenbosch
- [12] Zhang, Q. and Li, V.C. (2014) Adhesive bonding of fire-resistive engineered cementitious composites (ECC) to steel, Constr Build Mater, 64: 431–439
- [13] Yang, E.H., Yang, Y. and Li, V. (2007) Use of High Volumes of Fly Ash to Improve ECC Mechanical Properties and Material Greenness, ACI Mater J, Title no. 104-M68, 303-311
- [14] Merchant, B. and Gelot, A. (2015) Evaluation of engineering cementitious composites (ECC) with different percentage of fibers, Int. J. of Eng. Res. Technol., 4: 40-43
- [15] Akkari, A. (2011) Evaluation of a Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composite for a Thin-Bonded Pavement Overlay, Minnesota Dep. of Transportation, Research Project Final Report 2011-11
- [16] Li, V.C. (2008) Engineered Cementitious Composites (ECC) - Material, Structural, and Durability Performance, Concrete Construction Engineering Handbook, Chapter 24, Ed. Nawy E., published by CRC Press
- [17] Keskin, S.B. (2012) Dimensional Stability of Engineered Cementitious Composites, PhD Thesis, Middle East Technical University, Ankara, 165
- [18] Tittelboom, K. V. and Belie, N. D. (2013) Self-Healing in Cementitious Materials - A Review,Mat., 6: 2182-2217
- [19] Yildirim, G., Kasap Keskin, Ö., Keskin, S.B., Sahmaran M. and Lachemi M. (2015) A review of intrinsic self-healing capability of engineered cementitious composites: Recovery of transport and mechanical properties, Constr Build Mater, 101: 10–21
- [20] Reinhardt, H.W., Jonkers, H. K., Tittelboom, V., Snoeck, D, Belie, . N. D., Muynck, W. D., Verstraete, W., Wang, J and Mechtcherine, V. (2013) Self-Healing Phenomena in Cement-Based Materials, RILEM 11: 65–117.
- [21] ASTM C618-19, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, ASTM International, West Conshohocken, PA, 2019, www.astm.org
- [22] ASTM C494 / C494M-17, Standard Specification for Chemical Admixtures for Concrete, ASTM International, West Conshohocken, PA, 2017, www.astm.org
- [23] ASTM C1260-14, Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), ASTM International, West Conshohocken, PA, 2014, www.astm.org
- [24] ASTM C109 / C109M-16a, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM International, West Conshohocken, PA, 2016, www.astm.org
- [25] ASTM C1202-17a, Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, PA, 2017, www.astm.org
- [26] ASTM C597-16, Standard Test Method for Pulse Velocity Through Concrete, ASTM International, West Conshohocken, PA, 2016, www.astm.org
- [27] ASTM C1585-13, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, ASTM International, West Conshohocken, PA, 2016, www.astm.org