• 대한안전경영과학회지
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• 제11권1호
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• pp.175-182
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• 2009

The effort for GSI based IT system consolidation has been continued due to the increase of the system and complication increase of system connection, mainly by the global company. Since successful example of GSI realization by part of developed company affect to Korea, global level IT system consolidation has been examined mainly by the domestic company that have great deal of overseas business. Although they have examined consolidation possibility mainly on R&D, finance, operation management part which is the base part of company management, there are limitation for consolidation realization because of the difference between regional business problem of huge cost needed for consolidation. To overcome these realization limitations, it is necessary to lead risk and cost reduction through stepwise part unity and decide Priority Evaluation Framework for Consolidation target and systematic consolidation strategy. For GSI realization, appropriate distributions of unification time according to target system are needed. In this study, based on easiness and usefulness of consolidation and connection between the targets, evaluation methodology for Priority Evaluation Framework of system consolidation has been developed. Priority Evaluation Framework has been decided by applying developed methodology to global production company of high tech industrial part. Through this methodology, companies can realize successful and stable GSI by investing global resources intensively by Priority Evaluation Framework of consolidation target system.

• 한국농공학회논문집
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• 제56권1호
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• pp.101-107
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• 2014

It has been known that Terzaghi's consolidation theory is not well consistent with the consolidation phenomenon on the soft clay ground, but this theory has still been adopted normally in practice because there is no method for estimating the consolidation settlement and rate easier than Terzaghi's theory. It is impossible to map whole part of consolidation settlement vs time curve to the curve of Terzaghi'z average degree of consolidation. If the primary consolidation and the secondary compression are happened same time, it would be useless of trying to find the end of primary consolidation, but it is needed for using Terzaghi's theory that the end of consolidation is determined to the time of beginning consistency between the final settlement analyzed with curve fitting and the experimented consolidation settlement.

• 한국시스템다이내믹스연구
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• 제8권1호
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• pp.117-149
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• 2007

This paper aims to analyse the impact of city-county consolidation on promotion practices of local government employees, using system dynamics approach. The cases employed in this study are Cheongju City and Cheongwon County which reached the referendum stage twice but without success. While the idea of consolidating two neighbouring local governments via a merger sounds enticing, some opponents argue that consolidation may cause some problems on the part of local government employees, emphasizing that consolidation could lengthen actual time period needed for local government employees' promotion. The majority of the existing literature on city-county consolidation, however, tends to describe the most successful cases, focusing on the achievements it has made or the political processes associated with it. With this in mind, this paper attempts to identify the impacts of consolidation on the local government employees' promotion time period, utilizing system dynamics approach. It concludes that consolidation could rather shorten the time period of promotion of local government employees concerned from the long term perspective.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.51-56
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• 2004

The sand compaction pile (SCP) method, which forms a composite ground by driving sand piles into clay deposit, is the most commonly used soil improvement techniques in many countries for more than 30 years. Installation of sand compaction piles reduces the amount of consolidation settlement and increases the bearing capacity of soft clay deposit. In this paper, field survey conducted to investigated the consolidation behavior of the composite ground improved by SCPs. It is suggested that the measured consolidation velocity is later than design theory, however measured consolidation settlement is higher than design theory.

• Geomechanics and Engineering
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• 제4권4호
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• pp.229-241
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• 2012

In this paper, utilizing void ratio-effective stress and void ratio-permeability relationships, a system of two nonlinear partial differential equations is derived to predict the consolidation characteristics of normally consolidated (NC) and overconsolidated (OC) soft clays subjected to cyclic loading. A developed feature of the coefficient of consolidation containing two key parameters is emerged from the differential equations. Effect of these parameters on the consolidation characteristics of soft clays is analytically discussed. It is shown that the ratios between the slopes of e-$log{\sigma}^{\prime}$ and e-log k lines in the NC and OC states play a major role in the consolidation process. In the companion paper, the critical assumptions made in the analytical discussion are experimentally verified and a numerical study is carried out in order to examine the proposed theory.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.370-375
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• 2005

This paper describes a systematic way of identifying the horizontal coefficient of consolidation for clayey soil under undrained condition and silty soil under partial drained condition by applying an optimization technique to the early part of dissipation data measured from the self-boring pressuremeter strain holding test. An analytical solution developed by Randolph & Wroth (1979) was implemented in normalized form to express the build-up and dissipation of excess pore pressures around a pressuremeter as a function of the rigidity index. Horizontal coefficient of consolidation was determined by minimizing the differences between theoretical and measured excess pore pressure curves using optimization technique. It was found that the proposed optimization technique can evaluate in-situ horizontal coefficient of consolidation rationally, which is similar with that obtained from the piezocone dissipation test. Furthermore, proposed method can evaluate appropriate coefficient of consolidation for soil under partially drained condition.

• 사물인터넷융복합논문지
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• 제8권2호
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• pp.55-59
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• 2022

최근 4차 산업혁명으로 인하여, 고객 제품형 제품 설계 및 새로운 서비스 개발을 위하여 IoT 기술이 주목받고 있다. 최근 적층제조 기술은 IoT 센서를 직접 제작하거나, 센서를 포함한 기기를 만드는 분야에 다양하게 활용되고 있다. IoT 기기를 적층제조를 활용하여 제작시, 적층제조 고유의 설계 장점을 활용하기 위해 다양한 부품들을 병합하는 설계 방법론이 큰 관심을 받고 있다. 부품병합을 통해 조립 공정을 단축하고, 부품 경량화 등의 장점을 이룰 수 있기 때문이다. 따라서, 본 연구에서는 적층제조를 활용한 부품병합을 지원하기 위한 설계 방법론을 개발하였다. 이를 통해 제품의 기능 및 제품 내 부품의 기능과 물리적 연결성을 분석한 제품 아키텍쳐를 생성하고, 인접한 기능들 및 부품을 Girvan Newman 알고리즘을 활용하여, 최종 부품병합 후보군을 선정하도록 지원한다. 제안한 설계 방법론을 검증하고자 사례연구를 통해 적층제조로 출력된 전기 자전거의 부품병합과정을 분석하였다.

• 대한토목학회논문집
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• 제29권4C호
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• pp.137-144
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• 2009

본 연구에서는 대형압밀시험 장비를 이용하여 연직배수재 타설로 스미어가 발생된 지반을 모사하고 실험을 수행하였다. 스미어가 발생한 카올리나이트 모형지반에서 배수재로부터의 거리에 따라 시료를 채취하고 이를 이용하여 표준압밀시험을 실시하였으며, 이로부터 투수계수-간극비-유효응력의 3차원 거동을 분석하였다. 실험결과 스미어 발생으로 나타나는 위치별 투수계수 차이와 스미어와 무관하게 방사배수 압밀 중 나타나는 위치별 투수계수 차이는 모두 압밀진행에 따라 감소하며 정규 압밀영역에서 거의 사라진다. 또한 스미어로 인한 것보다 방사배수 압밀로 인한 위치별 투수계수 차이가 상대적으로 더 작은 영역에서 더 크게 나타났다.

• Geomechanics and Engineering
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• 제4권4호
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• pp.243-249
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• 2012

In the companion paper, the nonlinear consolidation of soft clays subjected to cyclic loading was analytically investigated. This paper reports the results of an experimental program conducted to verify some critical assumptions made in the analytical study. It, also, includes a numerical study carried out to examine the capability of the proposed theory to determine the consolidation characteristics of soft clays subjected to cyclic loading. Results show that the permeability of the soft clays does not significantly change during the cyclic loading. It is also shown that, compared to the Terzaghi's solution for a linear clay, the inherit nonlinearity of the clay tends to decrease the degree of consolidation due to the smaller rate of dissipation in the excess pore water pressure.

• 한국지반환경공학회 논문집
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• 제13권4호
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• pp.93-104
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• 2012

20세기 이후 지반의 불확실성을 이해하고 합리적인 해석방법을 개발하기 위한 노력이 경주되어 안전율 개념이 사용되어 왔으나 이러한 개념은 실제 적용되고 있는 인자들이 불확실성을 지님에도 그 대표값을 사용하기 때문에 지반구조물의 상대적인 신뢰성을 측정하는데 한계가 있다. 그러나 현재까지도 불확실성을 완전히 제거할 수 있는 방법은 없으며, 그나마 국내에서 수행되고 있는 지반조사 결과는 이러한 통계적 기법을 적용하는 것조차도 불가능할 정도로 충분치 못한 경우가 대부분이다. 또한 침하량이나 압밀속도 등 압밀 특성이 압밀이력에 따라 크게 차이가 남에도 불구하고 압밀상태에 대한 정확한 규명없이 설계하는 것은 많은 문제점을 나타내게 된다. 따라서 본 논문에서는 압밀인자 중 과압밀비를 중심으로 설계의 불확실성을 줄이기 위한 노력의 일환으로 남해안 중 광양과 부산지역에서 수행된 양질의 실내시험 결과를 바탕으로 압밀상태를 평가하고, 설계정수의 불확실성을 줄이기 위한 정규성 검증이나 이상치 제거 등의 통계처리를 통해 지역별로 깊이에 따른 과압밀비 등의 특성을 제안하였다.