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http://dx.doi.org/10.5762/KAIS.2015.16.7.4960

Mechanical Properties And Chlorde Penetration Resistance of Shotcrete according to Mineral Admixture Types and Supplemental Ratio  

Han, Seung-Yeon (Dept. of Civil Engineering, Kangwon National University)
Yun, Kyong-Ku (Dept. of Civil Engineering, Kangwon National University)
Nam, Kyeong-Gung (Dept. of Civil Engineering, Kangwon National University)
Lee, Kyeo-Re (Dept. of Civil Engineering, Kangwon National University)
Eum, Young-Do (DaeSang ENC)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.16, no.7, 2015 , pp. 4960-4968 More about this Journal
Abstract
In this study to improve the chloride durability of the shotcrete structure depending on types and contents of mineral admixture chloride resistance was evaluated by NT BUILD 492 of european test standards. It was also evaluated with the mechanical properties such as static strength and chloride penetration resistance. For shotcrete mixed crushed stone aggregate of the maximum size 10mm of coarse aggregates was produced. Based on 28days compression strength the variable mixed with 15% silica fume showed the highest strength in 67.55MPa. As the content of fly ash and blast furnace slag increased, the strength lowered. In the chloride penetration resistance test, OPC showed "high grade" and In the case of admixture, the penetration resistance tended to increase in all variables except the fly ash. In order to evaluate the service life, the accelerated chloride penetration test was conducted by the standards of KCL, ACI, FIB. Test results were obtained with the lowest spreading factor in a variable mixed with silica fume of 15%. At the KCI standards, It was found to have a service life of about 65 years and at the FIB standards, It was found to have a service life of 131 years. Among standards, the service life of KCI standard in all of the variables was evaluated as the lowest.
Keywords
Durability; Diffusion Coefficient; Life Cycle Prediction; Mineral Admixture; Shotcrete;
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  • Reference
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