• 한국환경과학회:학술대회논문집
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• 한국환경과학회 2003년도 International Symposium on Clean Environment
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• pp.185-191
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• 2003

Walled town was located on the axis connecting symbolic places, which was a feng-shui lucky place of a mountain sits to the rear and a body of water sits to the front. It represents environmental development of cultural space by blend of folk belief, religion, social system, administration facilities and living culture buildings. Therefore it is sustainable cultural view connected of formed or formless religious view and artificial view(wall, government buildings, living houses, and cultivated land so on) in a nature landscape. Environmental design technique, enlarging its meaning and value of living to mental level was founded from space composition and settlement, which was constructed organized space of government and residence area of walled town within the wall for looking for lucky place(from best, better, and good places) in order to construct ecological network (天+地+人, 山＋水＋方位＋人, 地理＋生利＋山水＋人心) by outlook of space and settlement.

• 정보학연구
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• 제8권1호
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• pp.27-41
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• 2005

Electronic Trade of increasing is the use of the Internet makes it possible for business to expand their markets and render services. However, it also brought up many problems caused by various issues. The problems encompass consumer protection and dispute settlement between the disputed parties. Online ADR have some advantage that are convenience, low-cost, legitimate to online users and avoids jurisdiction issues and some disadvantages that are loss of the human factor, lack of accessibility, lack of confidentiality and security and difficulty of enforcing arbitral agreements. This purpose of this paper is to reviews the types of Online ADR, as the dispute settlement way in Electronic Trade. This study points out the task that korea has to promote the Online ADR for more effective and efficient dispute settlements.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.663-670
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• 2003

Urban tunnelling need to consider not only the stability of tunnel itself but also the ground movement regarding adjacent structures. This paper present 3-D behavior of adjacent structures due to tunnelling induced ground movements by means of field measuring data and nonlinear FEM tunnel analysis. The results of the analytical methods from Mohr-Coulomb model are compared with the site measurement data obtained during the twin tunnel construction. It was found that the location and stiffness of the structure influence greatly the shape and pattern of settlement trough. The settlement trough for Greenfield condition was different from the trough for existing adjacent structures. Therefore the load and stiffness of adjacent structures should be taken into account for the stability analysis of the structures.

• 한국터널지하공간학회 논문집
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• 제25권1호
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• pp.13-26
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• 2023

최근 급속한 도시화, 인구 과밀화로 지하공간의 개발이 활발해지면서 지하공간의 공사에 따른 지반거동에 대한 관심이 높아지고 있다. 인구밀집도가 크고 건물도 많은 대도시에서의 지표침하는 구조물에 큰 영향을 주고 붕괴의 위험이 있을수 있기에 지하공사로 인한 지반거동에 대한 분석은 필수적으로 진행되어야 한다. 지금까지 터널 굴착 시 지표의 침하 양상과 터널의 변형에 관한 연구가 많이 이루어져 왔으나, 실제 지형 정보를 반영하여 분석을 진행한 경우는 거의 없다. 따라서 본 연구에서는 FLAC 3D를 활용하여 실제지형과 평면지형에서의 지반거동의 차이를 분석하였다. 지형은 부산의 OO~OO 지하고속도로 구간의 OO역 인근의 지형으로 적용하였으며, 상행선과 하행선을 각각의 Case로 나누어 지형과 터널의 위치에 따라 3차원 수치해석을 수행하였다. 그 결과 지반침하는 산악지형과 같이 표고가 높을수록 크게 발생한다는 것을 확인할 수 있었으며, 터널의 천단침하는 지형 정보를 고려하여 수치해석을 진행하였을 때, 같은 지점에서 지형을 고려하지 않은 경우와 최대 약 10 mm의 차이를 보였으며, 내공변위의 경우 천단침하와 지반침하에 비해 민감도가 적은 것을 알 수 있었다. 수치해석을 통해 현장을 잘 모사하기 위해서는 지형을 고려하는 것뿐만 아니라 상부 구조물을 해석에 반영시켜야 하기 때문에 수치해석에 사용할 건물 데이터에 대한 연구가 진행되어야 할 것이다. 본 연구에서 제시된 GIS 기반 지형 정보를 고려한 수치해석은 터널 굴착공사로 인한 상부 구조물의 거동을 파악하기 위해 더 정확한 지반침하 데이터를 얻는데 활용될 수 있을 것으로 판단된다.

• 한국농촌건축학회논문집
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• 제14권4호
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• pp.143-152
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• 2012

The purpose of this study was to provide practical data for proposing the housing environment support policy, fit for returners-to-village. For the purpose, this study focused the patterns of returners-to-village according to their experience of rural life, and their ways of settlement like planning and getting land and house. The questionnaires were answered by 91 persons who were living in Chungbuk area, and were analyzed chi-analysis on their socio-demographic characteristics according to experience of rural life, preparation of settlement and construction. The ANOVA were used to analyze their pattern of return according to experience, the period for getting house, and their satisfaction level of house size. The results were as follows. First, the returners showed differentiated tendency according to their experience of rural life, in their age, family life cycle, education level and income source after return. The experience of rural life explained the purpose of return and the living pattern after return. Direct experience group was mostly occupational farmer; indirect experience group mostly pursued good health & green life; non experience group mostly pursued green life. Second, the experience of rural life also explained differentiated tendency of returning preparation. In raising money, direct experience group mostly raised it privately but indirect or non experience group mostly used bank loan. Third, the returners mostly constructed new houses; non experience group almost constructed newly, but there were cases to utilize existing or vacant house in direct experience group, and indirect experience group favored existing house or remodeling of vacant house.

• 한국지반환경공학회 논문집
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• 제14권9호
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• pp.31-37
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• 2013

본 연구는 C.G.S공법 적용 지반을 설치 직경, 설치 간격, 면적 치환율, 지반강성에 따른 모델링을 실시함으로써 주변 지반의 거동을 파악하고자 하였고, 인공신경망의 매개변수 연구를 통해 본 연구에 가장 적합한 인공신경망 모델을 선정하여 수치해석과 인공신경망 연계를 통한 인공신경망 예측 모델을 개발하였다. 그 결과, C.G.S 말뚝 침하량 및 지반 침하량은 직경, 설치 간격, 면적 치환율, 지반강성 별로 일치하여 하나의 곡선으로 나타났으며, 이는 C.G.S 공법 적용 지반의 거동양상이 일정한 형태로 나타남을 의미하는 것으로, 이러한 결과를 바탕으로 3차원 거동에 대한 인공신경망 학습이 가능한 것으로 파악되었다. 인공신경망의 내적인자 연구 결과, 은닉층 뉴런수 10개, 모멘텀 상수 0.2, 학습률의 경우 0.2를 사용할 경우 입력과 출력간의 관계가 적절히 표현되는 것으로 나타났다. 이러한 인공신경망 모델의 최적구조를 이용하여 C.G.S 공법의 지반 거동을 평가한 결과는 결정계수 값이 C.G.S 말뚝 침하의 경우는 0.8737, 지반 침하의 경우는 0.7339, 지반 융기의 경우는 0.7212로 나타나 충분한 신뢰도를 보이고 있음을 알수 있었다.

• 한국농촌건축학회논문집
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• 제23권2호
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• pp.1-8
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• 2021

The aim of this study is to find what architectural restoration and street-scaping conservation of early settlement in Virginia, which have processed on the style of 18th centuries. One of the settlements in Virginia was Williamsburg that located in the high land between Jamestown and Yorktown. In 1698, the capital of Virginia was moved from Jamestown for the safer environment. At that time they constructed the town like a small urban that had a straight-lined Duke Glocester Street, Georgian style buildings, and landscapes of 18th centuries. Before 1928 the village was flown into ruins, but Rector of the church, Dr. W.A.R. Goodwin, understood the value of reservation to restore the village as colonial architectural style that has an original figure. John Rockefeller Jr. has taken part in his restoration of colonial style of architecture and culture. This paper surveyed nine cases of buildings and srtreet-scape on Duke Glocester Street. Most of the buildings on the street have a proposition, balance, and equipment of Georgian architectural facade in 18th centuries. The conclusion has three points. First, the Williamsburg has been reserved as an early colonial settlement through the restoration of architecture and street-scape design. Second, main architectural style is a Georgian form that has a balance, proportion, and simplicity of facade. Also new buildings and additions of architecture have to keep 'Design Review Guideline of Colonial Williamsburg' in order to contribute the existing colonial buildings. Third, the main street-scape, Duke Glocester Street shows Georgian architecture and cultural life pattern with tradition.

• 한국중재학회지:중재연구
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• 제12권1호
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• pp.171-205
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• 2002

ADR (Alternative Dispute Resolution) is a system to settle disputes without having to pursue a judgment through the courts; it provides an alternative to conventional judicial proceedings. As such, ADR is available to resolve a wide range of disputes, ranging from minor disagreements between neighbors to contracts involving millions of dollars. One can say there has been “efficient resolution of a dispute” only when it has been settled rapidly and finally to the satisfaction of all parties concerned, inexpensively and in a transparent manner. In this respect, ADR may well be regarded as the most efficient method to resolve disputes. In order to establish and disseminate ADR as a practical dispute-settlement procedure, first, governmental financial support is necessary, rather than having to depend upon fees collected from the disputing parties. At the same time, various inducement policies also are required. The most important factor is to make people aware of the fact that ADR is a low-cost, speedy system and more practical compared with other procedures. Second, cooperation from legal circles, lawyers in particular, is absolutely necessary. If disputes become serious, the general public normally seeks out lawyers for advice. Third, disputing parties have to be convinced of the benefits of ADR, secure in the knowledge that ADR will provide them not only with economic benefit but also a satisfactory result. Diverse ADR procedures should be developed and implemented to facilitate participation in a comfortable atmosphere with a mutually friendly relationship. The most important factor in achieving the wider use of ADR, which is attracting more attention of late, is the expectation that it will bring a satisfactory resolution to the related parties in dispute. The trend of seeking a new dispute-settlement method also reflects the changing sense of values in society today. Therefore, one specific method is not suitable for all kinds of disputes. A proper system should offer different approaches according to the pattern and type of dispute and the parties concerned. In selecting a dispute-resolution system, several factors have to be considered - the relationship between the parties, their financial situations, the necessity of maintaining confidentiality, urgency for settlement, etc. In the light of all these, it is desirable for the disputing parties to select the most appropriate of the available systems, not blindly turning to the courts, if and when a dispute arises.

• Geomechanics and Engineering
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• 제32권6호
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• pp.653-671
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• 2023

In practice, the interference influence caused by adjacent footings of structures on geo-reinforced loose soil has a considerable impact on their behavior. Thus, the goal of this study is to evaluate the behavior of two strip footings in close proximity on both geocell and geogrid reinforced soil with different reinforcement layers. Geocell was made from geogrid material used to compare the performance of cellular and planar reinforcement on the bearing pressure of twin footings. Extensive experimental tests have been performed to attain the optimum embedment depth and vertical distance between reinforcement layers. Particle image velocimetry (PIV) analysis has been conducted to monitor the deformation, tilting and movement of soil particles beneath and between twin footings. Results of tests and PIV technique were verified using finite element modeling (FEM) and the results of both PIV and FEM were used to utilize failure mechanisms and influenced shear strain around the loading region. The results show that the performance of twin footings on geocell-reinforced sand at allowable and ultimate settlement ranges are almost 4% and 25% greater than the same twin footings on the same geogrid-reinforced sand, respectively. By increasing the distance between twin footings, soil particle displacements become smaller than the settlement of the foundations.

• Geomechanics and Engineering
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• 제37권1호
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• pp.31-48
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• 2024

To stabilize the excavations in urban area, soil anchorage is among the very common methods in geotechnical engineering. A more efficient deformation analysis can potentially lead to cost-effective and safer designs. To this end, a total of 116 three-dimensional (3D) finite element (FE) models of a deep excavation supported by tie-back wall system were analyzed in this study. An initial validation was conducted through examination of the results against the Texas A&M excavation cases. After the validation step, an extensive parametric study was carried out to cover significant design parameters of tie-back wall system in deep excavations. The numerical results indicated that the maximum horizontal displacement values of the wall (δ_hm) and maximum surface settlement (δ_vm) increase by an increase in the value of ground anchors inclination relative to the horizon. Additionally, a change in the wall embedment depth was found to be contributing more to δ_vm than to δ_hm. Based on the 3D FE analysis results, two simple equations are proposed to estimate excavation deformations for different scenarios in which the geometric configuration parameters are taken into account. The model proposed in this study can help the engineers to have a better understanding of the behavior of such systems.