Effectiveness of Steam Curing on Repairing Early Age Mortar
Damages
Standard, steam and air curing methods were investigated in the scope of presented study to assess the healing performance of early age mortar damages. Compressive stress levels of 50, 75, 90 and 100 % of strength were adapted to Portland cement mortar or blended cement mortar specimens at early ages. Test results exhibited that preloading level under 90 % of instantaneous strength until 4 days, did not affect the ultimate strength for standard cured specimens. On the contrary, results obtained from air cured specimens preloaded after 2 days were almost equal or greater than that of control specimens. Surprisingly, steam curing application could not provide expected recuperation; however, less variable strength results were obtained. Blended cement mortar specimens achieved better results with steam curing process. Besides, it was possible to reach 53 MPa compressive strength by selecting a proper curing treatment even in the case of full damage
Erken Dönem Harç Hasarlarının Tamirinde Buhar Kürünün Etkinliğinin
Araştırılması
Bu çalışma kapsamında erken dönemde oluşan çimento harcı hasarlarının iyileştirilmesinde standart kür, buhar kürü ve hava kürü yöntemlerinin etkinliği araştırılmıştır. Portland çimentosu ve katkılı çimento harçlarına 1., 2., 4. ve 7. günlerde basınç dayanımlarının %50, 75, 90 ve 100 seviyelerinde gerilme uygulanmıştır. Test sonuçları 4. güne kadar %90'dan daha düşük ön yükleme uygulamasının standart kürlü numunelerin nihai dayanımlarını etkilemediğini göstermiştir. Diğer yandan 2 günden sonra ön yükleme yapılmış ve havada kür edilmiş numunelerin test sonuçları kontrol numunelerine eşit veya daha büyüktür. Buhar kürü uygulaması beklenen mukavemet artışını sağlamamış ancak daha az değişken dayanım sonuçları elde edilmiştir. Katkılı çimento ile üretilmiş harç numunelerinde buhar kürü uygulaması ile daha iyi sonuçlar elde edilmiştir. Uygun kür yönteminin seçimi ile tam hasar durumunda bile 53 MPa basınç dayanımı sonucuna ulaşmak mümkün görünmektedir
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- Jacobsen, S., Marchand, J., Boisvert, L. 1996. Effect of Cracking and Healing on Chloride Transport in
- OPC Concrete, Cement and Concrete Research, Vol. 26, p. 869–881. Hearn, N. 1998. Self-sealing,
- Autogenous Healing and Continued Hydration: What is the Difference?, Materials and Structures, Vol. 31, p. –567. Edvardsen, C. Water Permeability Healing of Cracks in Concrete, ACI Materials Journal, Vol. 96, p. 448– Autogenous Aldea, C., Song, W., Popovics, J., Shah, S. 2000. Extent of Healing of
- Cracked Normal Strength Concrete, Journal of Materials in Civil Engineering, Vol. 12, p. 92-96. Gerard, B., Marchand, J. 2000.
- Influence of Cracking on the Diffusion Properties of Cement- Based Materials – Part I: Influence of Continuous Cracks on the Steadystate Regime, Cement and Concrete Research, Vol. 30, p. 37– Reinhardt, H.W., Jooss, M. 2003.
- Permeability and Self-Healing of Cracked Concrete as a Function of Temperature and Crack Width, Cement and Concrete Research, Vol. , p. 981–985. Granger, S., Loukili, A., Pijaudier- Cabot, G., Chanvillard, G. 2007.
- Experimental Characterization of the Self-Healing of Cracks in an Ultra Cementitious Material: Mechanical Tests and Acoustic Emission Analysis, Cement and Concrete Research, Vol. 37, p. 519–527. Alyousif, A., Lachemi, M., Yıldırım, G., Şahmaran, M. 2015. Effect of
- Self-Healing on the Different Transport Cementitious Composites, Journal of Advanced Concrete Technology, Vol. 13, p. 112-123. of Homma, D., Mihashi, H., Nishiwaki, T. 2009. Self-Healing Capability of
- Fibre Reinforced Cementitious Composites, Journal of Advanced Concrete Technology, Vol. 7, p. 217- Abdel-Jawad, Y., Haddad, R. 1992.
- Effect of Early Overloading of Concrete on Strength at Later Ages, Cement and Concrete Research, Vol. , p. 927-936. Zhong, W., Yao, W. 2008. Influence of Damage Degree on Self-Healing of Concrete, Construction and Building Materials, Vol. 22, p. –1142.
- Luo, M., Qian, C.X., Li, R.Y. 2015.
- Factors Affecting Crack Repairing Capacity of Bacteria-Based Self- Healing Concrete, Construction and Building Materials, Vol. 87, p. 1–7. Jonkers, H.M., Schlangen, E. 2008.
- Development of a Bacteria-Based Self Healing Concrete, Tailor Made Concrete Structures, London, p. 430. Jiang, Z., Li, W., Yuan, Z. 2015.
- Influence of Mineral Additives and Environmental Conditions on the Self-Healing Cementitious Materials, Cement and Concrete Composites, Vol. 57, p. –127. of Hosoda, A., Kishi, T., Arita, H., Takakuwa, Y. 2007. Self Healing of
- Crack and Water Permeability of Expansive International Conference on Self Healing Materials, Noordwijk, p. 1- st Ramezanianpour, A.M., Esmaeili, K., Ghahari, S.A., Ramezanianpour, A.A. Influence of Initial Steam Curing and Different Types of Mineral Additives on Mechanical and Durability Properties of Self- Compacting Concrete, Construction and Building Materials, Vol. 73, p. –194. Türkel, S., Alabaş, V. 2005. The Effect of Excessive Steam Curing on Portland
- Concrete, Cement and Concrete Research, Vol. 35, p. 405– 411. Ba, M.F., Qian, C.X., Guo, X.J., Han, X.Y. 2011. Effects of Steam Curing on Strength and Porous Structure of
- Water/Binder Ratio, Construction and Building Materials, Vol. 25, p. –128. Low Hilloulin, B., Hilloulin, D., Grondin, F., Loukili, A., Belie, N. 2016.
- Mechanical Regains Due to Self- Healing in Cementitious Materials: Experimental Measurements and Micro-Mechanical Model, Cement and Concrete Research, Vol. 80, p. –32.