• Journal of Families and Better Life
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• v.13 no.3
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• pp.124-132
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• 1995

본 연구는 Schlater와 Sontag가 인간생태학적 관점에 기초하여 제시한 가치측정 모델에 의하여 국내 가정관리학 분야에서 이루어진 인간의 가치에 관한 연구를 분류하였다. 2차원의 매트릭스로 구성된 이 모델은 가치연구를 가치조사의 초점에따라 내용과 구조, 과정으로 분류할 수 있으며, 또한 피험자-가치대상 포함관계에 따라 3가지 측정접근법 즉, 피험자 단독, 피험자-가치대상 반응적, 피험자-가치대상 상호작용적 접근법으로 분류하고 있다. 이 모델을 분석도구로 사용하여 한국 가정관리학회지 창가호부터 1995년 13권 1호까지와 대한가정학회지 1983년 21권 1호부터 1995년 33권 1호까지에 수록된 논문중 인간의 가치를 연구한 논문과 몇편의 학위논문을 분석하였다. 그 결과 대부분의 연구들은 측정접근법상 피험자 단독 접근법이나 피험자-가치대상 반응적 접근법을 사용하면서, 내용에 초점을 두고 연구된 것을 알 수 있다. 미래의 가치연구방법으로 인간생태학적 접근법인 피험자-가치대상 상호작용 접근법과 과정에 초점을 맞추는 것이 요구되며, 우리나라 가치측정패턴에서만 특히 부족한 구조에 초점을 두는 것 또한 요구되어진다.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.36-36
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• 2017

일반적으로 유역의 지형학적 특성을 나타내는 인자들은 유역면적, 유로연장, 유로경사 등 여러가지가 있다. Horton (1945)은 수계의 발달 형태에 기초한 하천의 차수를 이용하여 분기비, 길이비, 면적비, 하천 밀도 등 지형학적인 매개변수로 제시하였다. 유역 지형학적 매개변수는 Horton이 제시한 유역내 하도망의 지형학적인 구성에 대한 특성을 반영하는 것으로 유출에 지배적인 영향을 미친다. 한강 유역 19개 하천의 27개 지점을 대상으로 유출 특성과 지형학적 특성의 상관 분석을 위하여 유역과 하천의 지형학적 특성을 Arc-Map을 이용하여 구하였다. 하천차수법칙에 의한 지형학적인 매개변수로 분기비, 길이비, 함몰도, 면적비를 산정하였고, 유역의 지형학적 인자는 유역면적, 유로연장, 유로경사, 형상계수, 단일형상계수, 세장률, 수계밀도, 수계빈도를 산정하였다. 수계의 연간 유출률은 실측 유출량과 강수량 자료를 이용하여 산정하였다. 각각의 지형학적 특성인자에 대한 상관 매트릭스를 분석하고 그 상관특성을 분석하였다. 특히 지형학적 매개변수와 지형학적 요소와 연간 유출률과의 상관관계식을 제시하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2022.11a
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• pp.115-116
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• 2022

Large concrete mass members are commonly used as matte bases for skyscrapers. In general, Integral casting is preferred to secure construction convenience and durability quality rather than separate casting. However, there is a possibility that cracks may occur in the early stages due to the generation of a lot of hydration heat, and thus durability will decrease, so it is necessary to determine an appropriate mixture and verify it through experiments. The purpose of the study was to conduct a review on the durability of the optimal high-performance low-heating concrete combination derived through the experiment and to conduct a review analysis on the performance satisfaction and performance expression mechanism.

• Journal of the Korea Institute of Building Construction
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• v.9 no.4
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• pp.55-61
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• 2009

Recently, the number of high-rise buildings being built in Korea by major construction companies for residential and commercial use has been increasing. When constructing a high-rise building, it is necessary to apply massive amounts of concrete to form a mat foundation that can withstand the huge load of the upper structure. However, it is of increasing concern that due to limitations in terms of the amount of placing equipment, available job-sites and systems for mass concrete placement in the construction field, it is not always possible to place a great quantity of concrete simultaneously in a large-scale mat foundation, and for this reason consistency between placement lift cannot be secured. In addition, a mat foundation Is likely to crack due to the stress caused by differences inhydration heat generation time. To derive a solution for these problems, this study provides test results of a hydration heat crack reduction method by applying placement lift change and setting time control with a super retarding agent for mass concrete in a large-scale mat foundation. Mock-up specimens with different mixtures and placement liftswere prepared at the job-site of a newly-constructed high-rise building. The test results show that slump flow of concrete before and after adding the super retarding agent somewhat Increases as the target retarding time gets longer, while the air content shows no great difference. The setting time was observed to be retarded as the target retarding time gets longer. As the target retarding time gets longer, compressive strength appears to be decreased at an early stage, but as time goes by, compressive strength gets higher, and the compressive strength at 28 days becomes equal or higher to that of plain concrete without a super retarding agent. For the effect of placement lift change and super retarding agent on the reduction of hydration heat, the application of 2 and 4 placement lifts and a super retarding agent makes it possible to secure consistency and reduce temperature difference between placement lifts, while also extending the time to reach peak temperature. This implies that the possibility of thermal crack induced by hydration heat is reduced. The best results are shown in the case of applying 4 placement lifts.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.777-780
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• 2008

According to the recent tendency that the buildings in the downtown are gradually Manhattanized, the very thick massive concrete is selected as the foundation of architectures. By the way, because this mass concrete cannot be simultaneously pour in a great quantity due to the circumstance at the field, not only the questions on the unification between the concretes pour on the upper layer and the lower layer are presented but also the cracks by the internal force from the difference of hydration exothermic period are occurred, which are pointed out as the problems. Thus, this study performed Mock-up test to apply the hydration heat controlling method of massive concrete for horizontal partition pouring construction to the building sites for the purpose of securing the stability on the cracks by the internal force from the difference of hydration exothermic period on the upper layer and the lower layer of massive concrete and checked the efficiency. As the results of test, in case of setting time difference method by super retarder with 2 layers and 4 layers, the effect that temperature gaps between upper part and lower part were lowered and the possibility of crack occurrence was decreased as the peak time of the heat of hydration became delayed to the latter term could be confirmed.

• Journal of the Korean Geotechnical Society
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• v.32 no.11
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• pp.5-19
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• 2016

This paper presents the results from three-dimensional finite element (FE) analysis undertaken to provide insight into the lateral behaviors of piled gravity base foundation (GBF) for offshore wind turbine. The piled GBF was originally developed to support the gravity based foundation in very soft clay soil. A GBF is supported by five piles in a cross arrangement to achieve additional vertical bearing capacity. This study considered four different cases including a) single pile, b) three-by-three group pile (with nine piles), c) cross-arrangement group pile (with five piles), and d) piled GBF. All the cases were installed in homogenous soft clay soil with undrained shear strength of 20 kPa. From the numerical results, p-y curves and thus P-multiplier was back-calculated. For the group pile cases, the group effect decreased with increasing the number of piles. Interestingly, for the piled GBF, the P-multipliers showed a unique trend, compared to the group pile cases. This study concluded that the global lateral behaviour of the piled GBF was influenced strongly by the interaction between GBF and contacted soil surface.

• Journal of the Korean Geosynthetics Society
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• v.17 no.1
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• pp.127-137
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• 2018

Gravel Compaction Pile (hereinafter referred to as GCP) is a ground improvement technique by packing crushed stones on fragile clay ground, pressing it, and forming stakes on the foundation. Although many researchers have analyzed stress behavior of GCP composite ground on domestic GCP technique using laboratory experiment and field experiment, analyses of stress behavior according to the difference of stiffness of mat foundation loaded on the upper foundation of GCP composite ground have not been done actively. Therefore, this study aimed to identify the stress concentration ratio in accordance with the difference of basis stiffness by interpreting figures. To perform this, replacement ratio was changed and modelled using ABAQUS, software for finite element analysis and analyzed the stress concentration ratio, amounts of settlement, and maximum amounts of horizontal displacement of composite ground in accordance with the difference of stiffness. An analysis showed that the stress concentration ratio of rigid foundation was highly assessed than unloading of flexible foundation in case of unloading, while amounts of settlement under flexible unloading condition were slightly higher than under rigid condition. This indicates that the characteristic of stress behavior on the different stiffness of upper foundation needs to be clarified. In addition, the maximum horizontal displacement was generated in a constant level regardless of the difference of stiffness.

• Magazine of the Korea Concrete Institute
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• v.7 no.6
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• pp.167-175
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• 1995

A temperature-analysis program, named ${\ulcorner}TAMCON{\lrcorner}$, was developed to predict the temperature rise due to the heat of hydration in hardening concrete. Finite element method was employed to facilitate the temperature analysis for the structures with complex geometry and various boundary conditions. In order to test the validity of the program, the results obtained from TAMCON for the wall-t.ype structure and the mat foundation were compared with the numerical analysis anti experimental data reported previously. As a result, it was found that they were in good agreement. TAMCON may be useful for the temperature control to restrain thermal cracking and the construction management to design the reasonable curing method in mass concrete.

• Proceedings of the Materials Research Society of Korea Conference
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• 2003.03a
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• pp.218-218
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• 2003

21세기 정보기반사회에서는 정보처리량의 증가로 인한 대용량 정보 교환을 위하여 신호처리의 고속화/광대역화가 요구되어진다. 완전 광통신망의 구축에 의한 대용량의 광통신을 위해서는 고속이며, 집적화가 가능한 저가의 광전자 소자 개발이 필요하다. 광전자 소자 중 전기-광학 변조 효과를 이용한 광소자의 구현을 위한 소재로서 극성 배향된 비선형 광학 유기고분자 소재는 가공성이 뛰어나 원하는 형태의 광도파로로 제조할 수 있다는 장점에 많은 연구가 진행되고 있다. 그러나 아직 전기광학계수의 향상과 더불어 유기고분자가 가지고 있는 열 및 광화학적 안정성이 낮은 기본적인 문제점과 폴링(poling)에 의해 배향된 극성이 시간에 따라 완화되는 문제의 해결이 요구되고 있다. 이러한 문제점 해결을 위한 기초 연구로 유기물을 졸-겔 매트릭스에 나노 사이즈로 분산하는 방법으로 유기물의 내화학적 안정성을 향상하고자 시도하였다. 잘 알려져 있는 바와 같이 유/무기 하이브리드 졸-겔 재료는 광 투광성이 우수하고 저온에서의 재료 합성과 저가 공정이 가능하여 광기능성 유기물의 호스트(host) 재료로 많이 연구되고 있다. 본 연구에서는 MTMS(methyltrimethoxysilane)과 TEOS (tetra-ethoxyorthosilicate)를 0-100 mol%로 혼합하고 가수분해하는 방법으로 친수성/친유성 특성을 제어하여, 분산되는 유기물의 사이즈를 조정하였다. 각 실험 조건에 따른 유기물 분산체의 크기를 SEM 및 TEM으로 관찰하였으며, 나노 사이즈로 분산된 유/무기 졸-겔 코팅막의 광학적 특성을 프리즘 커플러를 이용하여 조사하였다.

• Journal of the Korean Ceramic Society
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• v.40 no.10
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• pp.1015-1020
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• 2003

The Corrosion behavior of the matrix of the $\rho$-alumina bonded alumina vibrated castable was, on the basis of Jabsen's theory, elucidated by use of the Kingery's reaction mechanism. Corrosion of the matrix during induction period was controlled by the molecular diffusion. The temperature dependence of activation process is well established by the Arrhenius plots. The difference of Ca concentration between slag and interface is 23.2%, which causes a driving force of the materials transfer. The extent of the corrosion of the matrix is more deeper than that of the sintered mullite, but the corrosion mechanism can be well employed as the reaction mechanism proposed by the Kingery. The life time of the castable may be well estimated by the corrosion mechanism of Kingery.