• Magazine of the Korea Concrete Institute
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• v.10 no.6
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• pp.191-202
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• 1998

The maturity method in which the strength increase of cement concrete is expressed as a function of an intergral of the curing period and temperature of the concrete has often been applied to its strength prediction. For the purpose of the application of the maturity method to the compressive strength prediction for lightweight polymer mortars using an unsaturated polyester resin as a binder, the lightweight polymer mortars with various catalyst and accelerator contents, are prepared. tested for compressive strength, and the datum temperatures for the maturity equations are estimated. The maturity is calculated by using the maturity equations with the estimated datum temperature. The compressive strengths of the lighweight polymer mortars are predicted from the maturity-compressive strength relationships.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2002.11a
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• pp.77-86
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• 2002

In this study we intended to investigate properties of cement mortar with recycled PET fiber, PE fiber, and PP fiber such as slump flow, compressive strength, tensile strength, and flexural strength. As results of experiment, several properties of specimen with recycled PET fiber were little low comparing those of specimen with PE fiber and PP fiber. But if we see from point of economy and recycle of industrial wastes, it has enough reason to be used. Compressive strength of specimen with recycled PET fiber at 56 days was about 10% higher, but tensile strength and flexural strength were lower than that of no-fiber.

• Journal of the Korean Ceramic Society
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• v.38 no.3
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• pp.231-237
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• 2001

NaOH 용액 처리로 제조한 개질 굴 패각 미분말은 98.7 wt%의 CaCO$_3$와 1.3 wt%의 chitosan으로 구성되어 있으며, chitosan의 탈아세틸화는 74.9%이었다. 개질화함으로서 입경은 작아지고 비표면적은 증가하였으며, 밀도는 감소하는 경향을 나타냈다. 입자 형상은 모서리가 각지고 매끄러운 형태에서 모서리가 침식되고 표면이 다공성인 환상의 형태로 변화되었다. 개질 굴 패각 미분말을 시멘트 대신 5.0 wt%까지 치환했을 때의 모르터의 압축강도는 치환량이 증가할수록 증가하였고, 흡수율은 치환량이 증가할수록 감소하는 경향을 나타냈다. 굴 패각 미분말은 대장균 및 황색포도상구균에 대해 항균력이 나타나지 않았으나, 개질 굴 패각 미분말은 5.0 wt% 첨가했을 때 99.8-99.9%의 항균력을 나타냈다. 또한 KS M 5000에 의한 항곰팡이 시험은 피막이 변색이나 변형이 전혀 없는 10등급으로 판정되었다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.343-344
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• 2010

This study compares the apparent activation energy(Ea) by ASTM C 1074 with that by setting time. As the result of this study, it is found that Ea by setting time was ranged from 15~21 KJ/mol. This value is smaller than that 30~50 KJ/mol by ASTM C 1074.

• Journal of the Korea Institute of Building Construction
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• v.2 no.4
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• pp.113-122
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• 2002

In this study we intended to investigate properties of cement mortar with recycled PET fiber, PE fiber. and PP fiber such as slump flow, compressive strength, tensile strength, and flexural strength. At results of experiment. several properties of specimen with recycled PET fiber were little low comparing those of specimen with PE fiber and PP fiber. But if we see from point of economy and recycle of industrial wastes, it has enough reason to be used. Compressive strength of specimen with recycled PET fiber at 55 days was about 10% higher. but tensile strength and flexural strength were lower than that of no-fiber.

• Cement Symposium
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• no.18
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• pp.40-52
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• 1990

For the development of multi-functional materials which has water reducing power, air entraining power and waterproofing power as well as a blending additive in cement mortar the low grade fly ash was modified with asphalt-stearic acid or asphalt-boiled o

• 한국전기화학회:학술대회논문집
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• 1998.10a
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• pp.50-50
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• 1998

• Journal of the Korean Electrochemical Society
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• v.3 no.1
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• pp.31-38
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• 2000

Anti-corrosion behaviour of rebar embedded in cement mortar containing chloride ions was investigated by electrochemical chloride extraction(ECE). $43\%$ of the initial chloride ions of the cement mortar was fixed to Friedel salts and the soluble chloride ions were successfully extracted by ECE method. Concentration profiles of the chloride ions were estimated by Fick's 2nd law with time and depth, and it was close to the real value. The corrosion potential increased to anodic direction after ECE test, and the corrosion of rebar was reduced as a result of AC impedance spectroscopy.

• Magazine of the Korea Concrete Institute
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• v.10 no.6
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• pp.223-231
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• 1998

Existing cast in place piles made by grouting cement mortar have many problems that cracks by autogeneous and drying shrinkage bring about the deterioration of force for piles, segregations by the submersion of ground water occur and also, high cement contents lead to rise the manufacturing cost. Therefore, this study is intended to investigate the mechanical properties of high performance mortar, incorporating expansive additives and fly ash. for cast in place piles. According to the experimental results, as the contents of expansive additives increase in mortar mixture, fluidity decrease and air contents shows inverse tendency. Setting time is delayed. Although compressive strength at 7days shows a decline tendency. compressive strength at 28days and 91days increase slightly with 5% of expansive additives. As fly ash increase in mortar mixture, high fluidity is shown, air contents increase and setting time is delayed at fresh state, and additives are, the larger length change is, whereas shrinkage decrease with the increase of fly ash.

• Journal of the Korean Recycled Construction Resources Institute
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• v.7 no.4
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• pp.121-127
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• 2012

This paper is to present the strength estimation of the cement mortar incorporating 20% of fly ash by equivalent age method. ASTM C 1074 was applied to achieve apparent activation energy($E_a$). Cement mortar was cured at the temperature of $5^{\circ}C$, $20^{\circ}C$ and $35^{\circ}C$ respectively to measure the setting time and compressive strength at designed age. According to test results, it is found that an increase in curing temperature resulted in an acceleration of setting time. $E_a$ was achieved to 34.75 KJ/mol. It was also found that by estimating strength development with Plowman and Gompertz model, good agreement between calculated value and measured one was achieved.