• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.7
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• pp.4960-4968
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• 2015

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.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.10a
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• pp.75-80
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• 2002

This study is to investigate the characteristic on the resistance of chloride infiltration concrete containing limestone powder The variables are the substitution ratio of slag powder and limestone powder. In order to study the effect slag powder and limestone powder, all mixtures were prepared at a fixed water/cement ratio, slump, and entrained air quantity. As results show that the strength and the resistance of chloride infiltration in concrete substitution 10%, 20% limestone powder, and 30%, 40% slag powder are positive.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1998.11a
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• pp.93-98
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• 1998

도시생활용수 및 공업용수의 급격한 수요증가 때문에, 이로 인해서 발생되는 배수와 폐수에 의한 수질오염은 큰 사회문제고 대두되었으며 시급히 해결해야 하는 할 과제이다. 따라서 처리방법은 활성탄 흡착, 오존산화, 약품침전, 이온교환, 전기투석, 역침투 및 포말분리등 여러가지의 방법을 선택할 수 있으나 그 처리방법은 궁극적으로 폐수의 성상과 장치의 효율에 따라 결정될 수밖에 없다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10a
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• pp.451-454
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• 2000

Recently, the antiwashout underwater concrete has been increasingly used for underwater structure such as high strength massive concrete structures. However, Concrete has poor quality ad durability due to dilution with separating cementitious material. In this study, specimens were made with antiwashout underwater concrete replaced with mineral admixtures to improve their properties and were placed in air, water, and salt water. To estimation the chloride ion permeation in concrete, ASTM C 1202 Test was performed. The experimental results demonstrate that the increase of the admixtures improved the properties of antiwashout underwater concrete.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.285-286
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• 2009

In this study, chloride ions permeability test of regulated set cement concrete using ground granulated blast-furnace slag was carried out. The purpose of the present study is to develop pavement materials with high performance with respect to resisance to chloride penetration.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.443-444
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• 2009

This study investigated the development of high durability concrete under an oceanic region through the examination and comparison of the fundamental property and diffusion of chloride ion to apply a high durability admixture on the mortar.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.193-194
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• 2010

Developed is a chloride penetration analysis program that can consider a concrete surface coating. The effect of concrete surface coating on the service life is simulated by the developed finite element program. It was revealed that the coating at the earlier age is the more effective way to extend the service life.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.365-366
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• 2010

This study was judged mining application suitability by compressive strength, flexural strength, RCPT, image analysis for mining sprayed concrete development.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.355-356
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• 2010

This study investigates freez-thow resistance and chloride migration of Eco-ECC which is produced with recycled mineral wastes. The experiments are performed according to Korea standard method and NT Build 492.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2002.08a
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• pp.122-129
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• 2002

근래에 건설공간의 부족과 교통의 편리함으로 인해 해양 콘크리트 구조물의 건설이 증가하고 있다. 이러한 해양 콘크리트 구조물의 내구성에 가장문제가 되는 것이 염해에 의한 철근의 부식이다 염해에 의해 철근이 부식하게 되면 구조물의 안전성이나 사용성에 큰 악영향을 미치게 된다. (중략)