• International Journal of Railway
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• 제6권2호
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• pp.69-77
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• 2013

In this study, numerical analysis and model experiments were conducted to analyze behavioral characteristics acting on the track roadbed with excavation through steel pipe injection, a non-exclusive method of crossing construction under railroad as primary target. In model experiments that simulate injection excavation behaviors with an increase in the depth of soil cover, the upper displacement was measured by construction of the first and the second pipes in order to predict actual behaviors, and the behavior characteristics were verified through numerical analysis. The investigation results showed that surface displacement was smaller under the condition of higher soil cover. In the case of injecting two pipes, when the first pipe was injected, deformation of the surface increased linearly in both settlement and uplift experiments. However, when the second pipe was injected, the amount of change was found to be very small due to the relaxation and plastic zones around the first pipe. In addition, the results of numerical analysis on the same cross section with the model experiment found that the results of investigation into settlement ratio and volume loss were in very good agreement with those obtained by the model experiment.

• 농촌계획
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• 제2권2호
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• pp.67-80
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• 1996

Less Favored Area(LFA) is a newly shaped regional concept and just appearing as a new community design target, where the topogeographical, industry-locational condition and the daily living environment have been outstandingly inferior to any other regions. Community Design(CD) principles that cover a spatial order of settlements are introduced in this study when the CD concept is applied to the LFA. The study puts a great stress on the horizontal and vertical order of communal spatial units and living activities oriented to residents'socio-economic activities, on which a CD district and an inner spatial organization of community is based. Therefore the various relationships between residents' activities and particular places, such as that between agricultural production and land, access to living services and community-outer settlements, is analysed through the field study. The emphatic point is that the spatial unit and organization of community, namely settlement order is casted not only by the horizontal coverage but also by the vertical hierarchy forming a cubic-like spatial order. Applying the CD idea to LFA has limit because the CD has been oriented on urban architectural style and community participation process. Nevertheless, that has a new possibility to understand the fundamental and archetypical change of a spatial pattern of community uncovering the accumulated layer of settlement order especially in the drastically changed mountain community from past to now.

• 한국콘텐츠학회논문지
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• 제18권11호
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• pp.317-326
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• 2018

본 연구는 제한된 합리성 하에서 다문화정책의 상대적 중요도와 우선순위를 도출하기 위해 AHP모델을 작성하여 전문가 평가를 실시하였다. 연구결과는 다음과 같다. 첫째, 측정영역에서는 안정된 사회정착지원정책(1순위), 다문화 가족 2세들의 사회적 역량개발 정책(2순위), 사회 경제활동 지원정책(3순위), 협력적 거버넌스(4순위)의 순으로 정책 우선순위가 평가되었다. 둘째, 측정요소의 우선순위이다. 안정된 사회정착 지원정책에서는 사회정착 서비스 대상 확대정책, 다문화 가족 2세들의 사회적 역량개발 정책에서는 사회적 진출지원 정책이 가장 중요하게 평가되었다. 사회 경제활동지원 정책에서는 적극적 경제활동 지원정책, 협력적 거버넌스 정책 추진에서는 정책실천주체들의 협력시스템 구축이 가장 중요한 정책 우선순위로 평가되었다. 이런 연구결과는 다문화정책을 현실적 차원에서 설명하는데 기여할 것으로 판단된다.

• 농촌계획
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• 제20권3호
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• pp.45-53
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• 2014

This study classifies the types of visitors to experiential fishing villages and analyses the features and target marketing strategies by categorical groups. Seven factors are extracted by Factor Analysis and the results of Cluster Analysis indicate the classification of five groups. The first group puts emphasis on the family connection, so family centered facilities and programs are necessary. The second group is composed of surrounding area residents whose purpose of visit is unclear. So environmentally friendly village development programs to encourage local patriotism are necessary. The third group puts emphasis on the necessary facilities and programs for experiencing the fishing village and traditional play, etc. The fourth group emphasizes programs related with the region and the means to satisfy visitor's aesthetic desires. Finally, the fifth group aims at various desires that are generally felt in experiential fishing villages. So this group requires marketing strategies from the public point of view. The existing research mostly surveys rural tourism villages, but this study highlights the difference in dealing with fishing villages as opposed to rural villages, from the perspective of industry and settlement.

• 한국지반환경공학회 논문집
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• 제18권5호
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• pp.35-43
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• 2017

지하수위 저하를 방지하기 위한 방법으로 지반 굴착에 따라 배출된 지하수를 대상 지반에 다시 재주입함으로써 흙막이 벽체 배면의 지반함몰 및 침하를 방지하는 방법에 관한 연구이다. 지하수 재주입에 따른 흙막이 벽체 배면의 지반함몰 및 침하를 분석하기 위해 지하수 재주입 여부와 흙막이 벽체 배면으로부터 거리 등 조건을 달리하며 재주입정 위치별 효과를 확인할 수 있는 실내모형실험을 수행하였다. 실험을 통해 지하수위에 영향을 미치는 인자와 흙막이 벽체 배면의 지반함몰 및 침하경향을 분석하고, 지하수 재주입에 따른 지반함몰 방지효과에 대한 연구를 수행하였다. 지하수위의 영향을 고려한 침하분석 결과, 흙막이 전면을 굴착할 때 지하수위 저하에 따라 지표면 침하가 발생, 흙막이 벽체 배면에서 최대가 된다. 또한 흙막이 길이를 기준으로 흙막이 벽체 배면으로부터 재주입정 위치별 거리 비에 따라 침하량이 달라지는 것으로 분석되었다. 지하수의 영향에 의한 지반함몰 및 침하를 방지하기 위한 방법으로 흙막이 벽체 배면으로부터 가까운 위치에 지하수를 재주입 할 때 지반함몰 및 침하 방지 효과가 크고 최대 침하영향거리도 감소하는 것으로 분석되어 지하수 재주입정 공법의 지반함몰 방지효과를 확인하였다.

• 농촌계획
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• 제18권3호
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• pp.111-122
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• 2012

This study is to evaluate the classification system of rural-villages remodeling components which is provided for improving the quality of life for rural community by improvement of settlement environment. To achieve this, rural-villages remodeling components are classified according to the spatial structure of rural area through analysis of literature, then we have examined the applicability through case studies after modification work which is based on experts's discussion and rearrangement by pilot investigation of researcher. In the classification system of rural-villages remodeling classified productivity area, residential area, community area in first group and this classification is divided into 6 space to production, 4 space to residence, 5 space to community in second group by literature search, pilot investigation of researcher and field survey. The subject elements surveyed a total of 123 through the literature search, additionally, 1 element at a space to production and space to community in field survey for types in zoning cases. As a result, categories and items are decided that it is included 125 target elements.

• 품질경영학회지
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• 제23권1호
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• pp.142-151
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• 1995

Since management innovation has been practiced only in the large entrepreneur, its application to small business seems to be very difficult. However, if the participation of all employees was properly provided, management innovation could be applied to every size of business with no difficulty or problem. Management innovation can be simply defined as an innovation in consciousness of entire employee to achieve a new target within the short period. Management innovation is not easy indeed, but may be obtained through the regimentation of each member's manpower in the small business. Through the goal setting and proper steps for the goal, management innovation can be obtained. Five S movement may be one of the basic step in the achievement of management innovation. Several factors that can affect the management innovation were reviewed and applied to small business in this study. The purpose of the study is in the settlement of business culture by the application of business innovation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.466-475
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• 2006

Reliability analysis between safety factor and reliability index for driven and bored pile load capacity was analyzed in this study. 0.1B, Chin, De Beer, and Davisson's methods were used for determining pile load capacity by using load-settlement curve from pile load test. Each method define ultimate, yield and allowable pile load capacities. LCPC method using CPT results was performed for comparing with results of pile load test. Based on FOSM analysis using load factors, it is obtained that reliability indices for ultimate pile load capacity were higher than those of yield and allowable condition. Present safety factor 2 for yield and allowable load capacities are not enough to satisfy target reliability index $2.0\sim2.5$. However, it is sufficient for ultimate pile load capacity using safety factor 3.

• 해양환경안전학회지
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• 제26권1호
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• pp.93-102
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• 2020

본 연구는 해중림초 주변에서의 감태 포자의 확산 특성에 알아보기 위하여 연구를 수행하였다. 이를 위해 대상해역에서의 현장관측과 EFDC를 활용하여 수치모형실험을 실시하였다. 또한, 앞선 결과를 바탕으로 대상해역에 설치된 해중림초 중 3개종(정삼각뿔형어초, 이중돔형어초, 날개부를가진어초)에 대하여 Flow-3D를 이용한 수치모형실험을 실시하여 실해역 흐름 재현을 통한 포자이동 방향 및 최대 이동거리를 도출하고자 하였다. 연구결과, 정삼각뿔형어초와 이중돔형어초의 경우 포자의 최대 안착지점은 북서쪽 방향으로 10 m, 서쪽방향으로 6 m로 나타났다. 날개부를가진어초의 경우 포자가 해중림초 주변 4m지점에서 최대 안착을 하였다. 이러한 결과는 해중림초 설치시 감태 포자의 확산특성을 고려하여 배치하였을 경우 포자의 이동에 따른 해조류의 부착기질로서의 기능에 대한 효과가 증대될 것으로 판단된다.

• 한국지진공학회논문집
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• 제27권3호
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• pp.147-155
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• 2023

This study aims to present a method to evaluate the relative risk of failure due to liquefaction of domestic small to medium-sized earthfill dams with a height of less than 15 m, which has little information on geotechnical properties. Based on the results of previous researches, a series of methods and procedures for estimating the probability of dam failure due to liquefaction, which calculates the probability of liquefaction occurrence of the dam body, the amount of settlement at the dam crest according to the estimation of the residual strength of the dam after liquefaction, the overtopping depth determined from the amount of settlement at the dam crest, and the probability of failure of the dam due to overtopping was explicitly presented. To this end, representative properties essential for estimating the probability of failure due to the liquefaction of small to medium-sized earthfill dams were presented. Since it is almost impossible to directly determine these representative properties for each of the target dams because it is almost impossible to obtain geotechnical property information, they were estimated and determined from the results of field and laboratory tests conducted on existing small to medium-sized earthfill dams in previous researches. The method and procedure presented in this study were applied to 12 earthfill dams on a trial basis, and the liquefaction failure probability was calculated. The analysis of the calculation results confirmed that the representative properties were reasonable and that the overall evaluation procedure and method were effective.