• 한국지반공학회논문집
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• 제20권6호
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• pp.109-118
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• 2004

점토의 압밀은 시간적 지연을 갖는 현상으로 시간적 지연은 소성적 지연시간과 수리적 지연시간으로 나눠진다. 본 연구에서는 점토의 2차압밀이 압밀침하에 어떠한 영향을 미치는지를 알고자 CRS 시험을 실시하였다. 시험결과 소성적 지연시간은 선행압밀하중을 구하는데 큰 영향을 미치는 것으로 나타났고, 압밀하중과 압밀지연시간으로부터 유사선행압밀하중을 예측하는 식을 제안하였다. 또 압밀지연시간에 따른 압밀계수의 특징은 선행압밀 전까지는 큰 범위의 값을 가지나 선행압밀하중의 약 2배 지점을 지나서는 압밀지연시간에 관계없이 일정한 값으로 수렴하는 경향을 나타냈다. 그리고 정규압밀영역에서의 투수계수는 간극비와 밀접한 관계에 있으며, Samarasinghe 등의 제안식을 이용하여 시험결과로부터 투수상수 n, $C_1$값을 결정하였고, Kozeny-Carman 제안식과 비교분석하여 보았다. 투수계수와 간극비 관계에서도 압밀지연시간에 의한 지연압축으로 인하여 aging effect를 관찰할 수 있었다.

• 한국농촌건축학회논문집
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• 제17권4호
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• pp.25-32
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• 2015

This paper is to research the geographical language and location characteristics of 126 rural settlements focused on Miwon Myeon in the Integrated Cheongju City. The main results are as follows : Firstly, the geographical languages of 126 settlements are classified and categorized in the order of nature (91units, 72.22%), manmade and location related(35 Units, 27.78%). The geographical languages of nature, quite much in comparison with the others, are also classified into 39 'mountain', 46 'valley', and 6 'stream' units in location characteristics. Secondly, the geographical languages of nature have 46 'valley' units, much in comparison with the others. The open circular valleys are extended from Miwon Ri of town center to Gubang Ri along route 19. The closed valleys are placed in the west and north band of town center with a background of mountain range. The 46 'valley' units are distributed widely throughout these places. Thirdly, The geographical languages of 39 'valley' units except original 7 'valley' units are categorized with the secondary 'mountain'(rock and topography related), 'stream', 'manmade', and 'location related'. And so in considering the location characteristics of rural settlements, we will have to grasp the another meaning of the geographical language.

• 한국지반공학회지:지반
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• 제2권2호
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• pp.17-28
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• 1986

전북도내 3개시역에서 채취한 유기물함량 15%인 저유기질토(LL:95%)와 유기물함량 68%인 고유기질토(LL:400%)의 압밀특성을 조사분석하기 위해서 표준압밀시험과 단일하중압밀시험을 실시하였다. 공소비는 저유기질토 보다 고유기질토가 현저하게 큰 경향을 보였으며 e-log P 곡선에서 저유기질토는 하중이 증가함에 따라서 공소비 감소경향이 완만하였으나 고유기질토에서는 현저하게 감소하였다. 압밀량과 장기압밀시간과의 관계에서 고유기질토의 경우 약 5분경 부터 시간대수에 따라 직선적으로 증가하였고 저유기질토는 일반정성토와 같은 경향을 보였다. 고유기질토의 2차압밀표수는 상기추밀시간에 따라 일정한 경향을 나타내고 있으므로 장기롱밀량추정에 중요한 인자로 이용될 수 있다.

• 한국지반신소재학회논문집
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• 제4권4호
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• pp.39-46
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• 2005

점성을 고려한 연약점토지반의 압밀거동을 파악하기 위해 플라스틱보드드레인(PBD)에 의해 개량된 연약점토지반의 압밀거동에 대한 탄점소성 3차원 수치해석을 실시하였다. 본 연구에서 사용한 수치해석기법의 적용성은 기존에 실시한 모형실험의 결과와 수치해석의 결과를 비교함으로써 검증하였다. 수치해석 결과로부터 연약점토지반의 침하 및 과잉간극수압의 소산거동, 유효응력증분의 변화 특성을 파악할 수 있었으며, 기존의 일차원 압밀해석 결과와의 비교를 통해 개량지반에서 발생하는 이차압밀특성을 평가하였다.

• 유통과학연구
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• 제17권12호
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• pp.5-12
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• 2019

Purpose - In this paper, we examine the effect of accrual earnings management and real earnings management on the corporate value of retail corporations. Research design, data, and Methodology - The sample cover firms whose settlement is December among retail companies listed on the Korea Stock Exchange's securities market and KOSDAQ market from 2001 to 2016. Of these, the targets were companies with operating profit and equity capital of zero or higher and with sales data. The secondary data was collected through KIS-VALUE data base. The Jones model and the modified Jones model were used for the calculating the accrual-based earnings management and the real earnings management. Result - According to the empirical results, the relationship between accrual earnings management, real earnings management and firm value is positively significant in the retail industry as in manufacturing industry. These results are also significant when controlling the size, profitability, investment, debt ratio, dividend, and growth potential of a company. Conclusions - The characteristics of the distribution business can be identified and the influence of the various kinds of earnings management, which is being researched around the manufacturing industry, can be studied in the distribution industry to give practical implications to investors.

• 가족자원경영과 정책
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• 제11권4호
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• pp.73-92
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• 2007

This study explored the integration-support paradigm for transnational marriages and families as a well-grounded service model supporting a transnational family of immigrants in Korea at a time when Korean society showed increased interest in interracial marriages. The research mainly focused on the Dongdaemun-gu Transnational Marriage and Family Support Center, utilizing the relative actual practice at the center and the secondary data of previous studies. The findings were as follows: The integration-support paradigm for transnational marriage and family comprised of the following elements : the institutionalization of welfare and medical services; the systematization of legal institution and execution the settlement of mid- and long-term policies and the practical programs of the government proper approaches to the formation of a healthy marital couple and family relations; total services related to rearing and educating children properly including education cost support to family incomehousing for the stabilization of family life support for socio-cultural exchanges within the family : as well as the radical conversion of social recognition of a transnational family. This paradigm is expected to be a well-grounded service for the integration-support of transnational families.

• 한국농공학회지
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• 제18권4호
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• pp.4242-4250
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• 1976

The determination of the pre-consolidation load known to have a great effect on the consolidation characteristics of the soil have been researched and discussed in detail by many other researchers. A study was undertaken to investigate and compare the effect of pre-consolidation loads on the coefficient of permeability and the consolidation characterisics of soil through the consolidation test on the three types of soil samples. The results of this study are follows; 1. Large compression index is dependent on initial void ratio of the sample being used and the pressure-void ratio curve shows a curved linear relationship in over-consolidated area but a linear relationship in normally consolidated area.2. Settlement-time curve is S-shaped where the pressure is larger than pre-consolidation load and regardless of over-burden pressure, it is a similar straight line respectively in the secondary consolidation area. 3. Primary consolidation ratio of the sample increases almost linearly with the increase of over-burden pressure but the coefficient of volume compressibility decreases linearly with the increase of it. 4. Time factor of a certain degree of consolidation increases with over-burden pressure but the coefficient of consolidation decreases with it in over-consolidated area. There is a linear relationship between them in normally consolidated area. 5. The void ratio of completion point of primary consolidation decreases linearly with over-burden pressure. 6. The coefficient of permeability of sample decreases linearly with over-burden pressure in normally consolidated area, also it increases linearly with increment of the void ratio of the sample.

• 유통과학연구
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• 제17권1호
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• pp.47-56
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• 2019

Purpose - This case study illustrates the story of eBay Korea, which owns two most leading Korean open market companies, AUCTION and Gmarket. The main concerns are to take over the Korean top domestic companies one by one, then, emerge these two giants through its well-developed post-merger Integration by eBay, an American multinational corporation. Research design, data, and methodology - This case explores various secondary resources such as periodicals, annual reviews, magazine, news articles, commentaries, even some interview materials related to 'eBay Korea' and industry source on condition of anonymity based on the critical reviewing of existing studies on these topics as well. Results - The findings of this study show the merger and acquisition of two market leaders in Korea is the only successful case in Asian Markets. The eBay's choice of entry mode is appropriate considering the timing, synergy and efficiency by sharing their resources. Conclusions - This study examines the successful entry and settlement process of foreign, multinational company through mergers and acquisitions in the Korean market. This would be a valuable in the studies of International Business and Global entry or distribution strategy in the e-commerce and open market dealing with M&A and its post-merger integration.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1115-1123
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• 2008

When constructing projects such as road embankments, bridge approaches, dikes or buildings on soft, compressible soils, significant settlements may occur due to the consolidation of these soils under the superimposed loads. The compressibility of the soil skeleton of a soft clay is influenced by such factors as structure and fabric, stress path, temperature and loading rate. Although it is possible to determine appropriate relations and the corresponding material parameters in the laboratory, it is well known that sample disturbance due to stress release, temperature change and moisture content change can have a profound effect on the compressibility of a clay. The early research of Tezaghi and Casagrande has had a lasting influence on our interpretation of consolidation data. The 24 hour, incremental load, oedometer test has become, more or less, the standard procedure for determining the one-dimensional, stress-strain behavior of clays. An important notion relates to the interpretation of the data is the ore-consolidation pressure ${\sigma}_p$, which is located approximately at the break in the slope on the curve. From a practical point of view, this pressure is usually viewed as corresponding to the maximum past effective stress supported by the soil. Researchers have shown, however, that the value of ${\sigma}_p$ depends on the test procedure. furthermore, owing to sampling disturbance, the results of the laboratory consolidation test must be corrected to better capture the in-situ compressibility characteristics. The corrections apply, strictly speaking, to soils where the relation between strain and effective stress is time independent. An important assumption in Terzaghi's one-dimensional theory of consolidation is that the soil skeleton behaves elastically. On the other hand, Buisman recognized that creep deformations in settlement analysis can be important. this has led to extensions to Terzaghi's theory by various investigators, including the applicant and coworkers. The main object of this study is to suggestion the modified compression index value to predict settlements by back calculating the $C_c$ from different numerical models, which are giving best prediction settlements for multi layers including very thick soft clay.

• 한국지반공학회논문집
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• 제30권2호
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• pp.53-64
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• 2014

이 연구에서는, 균질한 재성형 점토를 이용한 실내시험을 통해 정규압밀 영역에서의 하중재하기간이 점성토의 압축 및 장기압밀 특성에 미치는 영향을 명확히 하고자 하였다. 또한 각 하중재하기간에 따른 현장에서의 유효상재하중에 해당하는 초기압밀하중을 변화시킨 장기압밀 시험을 수행하여 표준압밀시험시의 하중단계별 재하방법과 하중재하기간의 증가에 따른 압축곡선의 특성을 비교/분석하여 하중재하기간에 따라 최종침하량을 예측하는 방법을 제안하고자 하였다. 연구 결과 하중재하기간에 따른 점성토의 압축특성은 초기압밀하중을 가한 후 하중재하기간이 증가할수록 주어진 단계에서의 압밀후반부의 2차압밀의 증가로 선행압밀하중이 약간씩 감소하는 경향을 나타내었다. 그와 동시에 2차압밀이 유사과압밀 현상 및 점토골격의 안정화를 유발하여 정규압밀영역에서의 압축지수에 미치는 영향은 미미했으며 과압밀영역에서는 유사과압밀 현상으로 재압축지수의 증가를 유발하는 것으로 나타났다.