• Proceedings of the Korea Concrete Institute Conference
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• 1998.04a
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• pp.183-186
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• 1998

This paper deals with 28, 56, 91 days age compressive strength and ratio of weight when OPC and Low-Heat cement mortar immersed in chemical solution. As a result of experiment, the resistance of Low-Heat Cement motar in chemical attack is more effective than that of OPC, because of lower $C_3$A content and Pozzolanic reactions. Especially in long term age compressive strength, Low-Heat cement mortar shows higher strength in all kind of chemical solution compared with compressive strength of OPC motar.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.04a
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• pp.105-110
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• 1998

The propose of this study is to examine the mechanical properties of mortar using ground granulated blast-furnace(GGBF) slag. In this study, the mortar replaced by varying fineness and content of GGBF slag is investigated through the change of compressive strength, chemical resistance and weight loss. As the result, it has been found that GGBF slag increase somewhat higher flow value and compressive strength. In addition, the chemical resistance of motar using GGBF slag shows higher flow that of motar not containing GGBF slag.

• Analytical Science and Technology
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• v.12 no.2
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• pp.166-170
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• 1999

A ceramic floor with improved thermal conductivity and efficiency has been developed in this study. The new ceramic floor minimizes the shrinkage rate to below 0.07% and shows almost no cleavage. There is no need to repaire the ceramic floor because its bottom surface is flat. It especially shows an excellent perfomance in the test of a compressive strength ($300kg/cm^2$ based on 28 days), a flexural strength ($64kg/cm^2$ based on 28 days), and a convenient pressing. It is lighter than the present floor and it is expected to be applicable for a self-leveling ceramic motar in the residences and apartments. It shows an excellent character in the thermal conductivity and other physical properties compare to the present cement mortar.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.323-326
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• 1999

The purpose of this study is to examine the properties of cement mortar with PVA(Poy Vinyl Alcohol) and MC(Methyl Cellulos). In this paper, Water-soluble polymer cement motar using PVA and MC with water-cement ratio of 50%, polymer-cement ratio of 1.0%, 0.8% and a ratio of cement to fine aggregate (size: #5, #7) 2:3 are prepared, and tested for compressive strength, shear bond strength, flow test, penetration and dry-shirinkage.

• Proceedings of the Costume Culture Conference
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• 2000.09b
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• pp.1-10
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• 2000

최근 우리나라에서도 인터넷 사용인구가 1000만 명을 넘고 인터넷 비지니스에 대한 일반인과 기업들의 관심이 본격화되고 있다. 이처럼 인터넷 비지니스가 활발하게 전개되면서, 인터넷 비즈니스의 고객만족과 이를 위한 고객지향 마케팅 활동이 중요시되게 되었다. 즉 인터넷을 이용하여 어떻게 하면 고객만족을 달성할 수 있으며, 또한 인터넷 비즈니스에 적합한 마케팅 전략을 어떻게 수립할 수 있는가가 인터넷 비즈니스의 경영자에게 중요한문제로 제기되고 있다. 인터넷 비즈니스에서는 오프라인의 전통적인 기업(블릭 앤 모터:Brick and Motar)보다 고객만족이 훨씬 중요하다. 이처럼 중요한 고객 만족 수준을 높이기 위하여는 마케팅 활동이 고객지향 관점에서 이루어져야 한다. 따라서 본 논문에서는 인터넷 비즈니스의 마케팅이 고객지향 관점에서 어떻게 이루어져야 하는가를 마케팅의 기본과정에 따라 살펴본다. 구체적으로 본 논문은 인터넷 비즈니스의 특성과 성공요인, 인터넷 마케팅과 전통적 마케팅의 차이, 인터넷 비즈니스의 시장 세분화 및 표적 고객 선정, 그리고 인터넷 비즈니스의 마케팅 믹스 전략을 고객지향 관점에서 살펴본다. 그리고 마지막 장에는 인터넷 비즈니스의 고객지향 마케팅을 패션 비즈니스에 적용하여 인터넷 비즈니스의 앞으로 나아갈 방향을 제시해 본다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2012.11a
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• pp.81-82
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• 2012

The purpose of this study is the hydration properties of motar using Blast-Furnace Slag(BFS) with water elured from recycled coarse aggregate. The results of the experiment show that the water eluted from recycled coarse aggregate mixed with blast furnace slag has comparatively higher hydration activity than the mortar not mixed with one in early-age mortar causing the calcium hydroxide in the recycled coarse aggregate to work on as a stimulus to the hydration of ground granulated blast furnace slag. BFS mixed with the eluting water the hydration reaction was a promotion.

• Proceedings of the Korean Geotechical Society Conference
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• 2010.03a
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• pp.480-488
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• 2010

The CGS method is non-discharge replacement method improving ground stiffness by the effect of static compaction with injecting very low slump mortar into ground, and is applied for increasing bearing capacity and filling ground cavity by lifting or restoring differential settled structures and preventing differential settlement. This paper suggests design of ground improvement and construction case history for civil engineering structures by CGS method. This method can be used for reinforcing soft ground and liquefaction of loose sandy soil. This method was used in SongDo area in Incheon Economic Free Zone due to its low vibration of ground while it can improve the soft soil where underground structures(subway and box culvert) are already existed.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.04a
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• pp.359-364
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• 1998

The interfacial zone in concrete materials is extensive, geometrically complex, and constitutes inherently weak zones that limit the concrete performance. Motar-aggregate interfaces play a major role in the fracture processing in concrete composites. Also, the interfacial bond considerably influence mechanical properties of concrete such as modulus of elasticity, strength, and fracture energy, Characterization of the interfacial properties is, therefore, essential to overcome the limitations associated with the interfaces. an objective of this paper is to investigate the corelationship between the fracture toughness of mortar-aggregate interface and the concrete properties such as strengths and elastic moduli. It is observed from the test results that interface fracture toughness is closely related with the compressive strength rather than other properties. At early ages, the development of both tensile strength and elastic modulus are much greater thatn that of both interface fracture toughness and compressive strength.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.04a
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• pp.199-204
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• 1998

To analysis the failure character of Low-Heat concrete which is used to prevent the thermal crack caused by hydration heat, static loading test was performed by this test method, "Determination of the Fracture Energy of Motar and Concrete by Means of Three-Point Band Tests on Notched Beam" (suggested by RILEM 50-FMC Committe). This study compared and analysised the fracture energy of Mode I (opening mode), the most general pattern in the view of water-cemente ratio(W/C), compressive strength and age of Ordinary Portland Concrete and Low-Heat Concrete under the same mixture. The test results show that the case of Ordinary Portland Concrete and Low-Heat Concrete, low Water-Cemente ratio(W/C) cause the increase of fracture energy, and high failure-strength decrease failure-deflection, and the fracture energy of Low-Heat Concrete is similar to Ordinary Portland Concrete as the age increase. increase.

• Proceedings of the Korea Concrete Institute Conference
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• 1995.10a
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• pp.103-107
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• 1995

The intention of this study is to reduce the drying shrinkage of the cement mortar using the shrinkage reducing agent and the inorganic admixture. In this experiment the drying shrinkage strain, rate of weight loss and strength have been measured depending on age using the motar specimen. The result show that the usage of shrinkage reducing agent up to 1.5% will give an effect of approximately 30% without loss of strength, and the efficiency will increase together with the inorganic admixture. Also, as the amount of shrinkage reducing agent increases, the rate of weight loss increases. Drying shrinkage reduces at the same rate of weight loss.