• KDI Journal of Economic Policy
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• 제32권2호
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• pp.171-216
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• 2010

본 연구는 갈수록 복잡다단해지는 지급 결제환경하에서 중요성이 대두되고 있는 결제시스템 간 상호의존성에 대해 그 원인과 유형, 위험관리방안 등을 살펴보고 국내 지급결제시스템 간 상호의존성 현황에 대해 조사한다. 또한 시뮬레이션 기법을 통해 실제 결제불이행의 파급효과를 계량화하여 결제시스템 간 상호의존성 정도를 파악하고 이에 대한 시사점 및 대응 방안을 모색한다. 국내 결제시스템 간 상호의존도는 지난 3년간 큰 폭으로 증가하였으며, 특히 한국은행이 운영하고 있는 거액결제시스템인 신한은금융망(BOK-wire+)은 소액, 증권, 외환결제시스템과 모두 연결되어 있어 시스템 간 상호의존성에 가장 지대한 영향을 미치고 있는 것으로 나타났다. 거액결제시스템은 소액결제와는 일평균 15조 9천억원, 장외증권과는 10조 6천억원의 결제 규모를 기록하고 있는 것으로 조사됐다. 결제불이행의 실제 파급효과를 알아보기 위해 실시한 시뮬레이션 분석 결과, 추가적인 결제불이행 규모는 일평균 최대 13조 6천억원이 발생하여 전체 결제금액의 7.8%를 차지한 것으로 나타났다. 또한 직접적인 결제불이행 금액까지 포함하면 전체의 22.3%를 기록, 국내 결제시스템간 상호의존도가 상당히 높다는 사실을 입증하였다. 또한 결제불이행 발생시점보다 인지시점이 결제불이행 파급효과에 더 중요한 요소로 지적됐고 증권사들이 국내 은행들보다 더 큰 영향을 받는 것으로 드러났다. 반면, 유동성 범위를 확대한 경우에는 추가 결제불이행 규모가 큰 폭으로 감소하였는데, 외국은행 지점의 지급불이행 비중이 상대적으로 증가한 것으로 나타났다. 이 같은 결과를 토대로 본 연구는 거래 상대방 간 상계거래 비중 확대, 증권사에 대한 새로운 결제방식 도입, 금융기관에 대한 원활한 유동성 공급방안 모색, 참여 기관에 대한 모니터링 강화, 참여기관 간 정보공유체제 강화 및 결제시스템 간 협조 강화의 필요성 등 결제위험 최소화를 위한 개선방안을 제시했다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.987-997
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• 2008

Successful design, construction and maintenance of geotechnical structure in soft ground and marine clay demands prediction, control, stability estimation and monitoring of settlement with high accuracy. It is important to predict and to estimate the compression index of soil for predicting of ground settlement. Lab. and field tests have been and are indispensable tools to achieve this goal. In this paper, Artificial Neural Networks (ANNs) model with Levenberg-Marquardt Algorithm and field database were used to predict compression index of soil in Korea. Based on soil property database obtained from more than 1800 consolidation tests from soils samples, the ANNs model were proposed in this study to estimate the compression index, using multiple soil properties. The compression index from the proposed ANN models including multiple soil parameters were then compared with those from the existing empirical equations.

• Journal of Forest and Environmental Science
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• 제27권2호
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• pp.73-79
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• 2011

The Barind tract is threatened by desertification and undergoing rapid change. In view of this fact it is very much essential to manage this barind tract under proper land-use plan. The present study evaluates the effectiveness of high-resolution satellite data and computer aided GIS techniques in assessing land-use change detection for the period 1990 to 2007 within the study area, which is very much essential to manage this barind tract under proper land-use plan, and for proper land-use plan it is necessary to get reliable information. The present study found five major land-use such as current fallow, current agriculture, settlement, irrigation water and water bodies. From the result, it is found that current fallow and water bodies decrease while settlement and current agriculture increase. Study concludes that as Barind tract is threatened by desertification, decrease of water bodies is not a good sign for the study area.

• 한국구조물진단유지관리공학회 논문집
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• 제13권1호통권53호
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• pp.152-160
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• 2009

강관추진공법은 비굴착공법으로써 중소규모 관로공사에 높은 시공성과 경제성을 가지고 있기 때문에 그 사용이 빈번해지고 있다. 그러나 강관추진공법의 추진과정은 원지반이 교란되고 느슨해지는 문제를 야기하고 있다. 이는 지표침하, 지반강도 저하 및 누수 등의 문제와 연결된다. 이에 본 연구는 강관추진과 동시에 그라우팅을 시행하는 그라우팅을 병행한 강관추진공법의 현장 적용성을 알아보고자 한다. 그 방법으로 그라우팅을 병행한 강관추진공법과 기존강관추진공법을 동일 지반에 시공하였다. 지표침하 계측, 현장밀도, GPR 물리탐사 그리고 대형전단실험의 결과는 그라우팅을 병행한 강관추진공법의 현장 적용성이 있음을 입증하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.946-951
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• 2004

ITIS is applied to the several tunnel construction sites in Korea. Tunnel construction properties which are acquired from these sites are transferred to information management server(SQL 2000 server)by client application program in real time. Access permission to DB server depends on the user's roles. Some functions which cannot be embodied in SQL Server are serviced through XML and GMS server is used for spatial data based on GIS part. This system is supposed to give engineers the advantages which are not only easy handling of the program and computerized documentation on every information during construction but also analyzing the acquired data in order to predict the structure of ground and rock mass to be excavated later and show the guideline of construction. Neung-Dong tunnel and Mu-Gua express way tunnel are now under construction and with this system they have 3D visualized map of the geology and tunnel geometry and accumulate database of construction information such as tunnel face mapping results, special notes and pictures of construction and 3D monitoring data, all matters on the stability of rock bolts and shotcrete, and so on. Ground settlement prediction program included in ITIS, based on the artificial neural network(ANN) and supported by GIS technology is applying to the subway tunnel. This prediction tool can make it possible to visualize the ground settlement according to the excavation procedures by contouring the calculated result on 3D GIS map and to assess the damage of buildings in the vicinity of construction site caused by ground settlement.

• Geomechanics and Engineering
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• 제19권2호
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• pp.153-165
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• 2019

A case study of monitoring and analysis of surface settlement induced by tunneling of Tabriz metro line 2 (TML2) is presented in this paper. The TML2 single tunnel has been excavated using earth pressure balanced TBM with a cutting-wheel diameter of 9.49 m since 2015. Presented measurements of surface settlements, were collected during the construction of western part of the project (between west depot and S02 station) where the tunnel was being excavated in sand and silt, below the water table and at an average axis depth of about 16 m. Settlement readings were back-analyzed using Gaussian formula, both in longitudinal and transversal directions, in order to estimate volume loss and settlement trough width factor. In addition to settlements, face support and tail grouting pressures were monitored, providing a comprehensive description of the EPB performance. Using the gap model, volume loss prediction was carried out. Also, COB empirical method for determination of the face pressure was employed in order to compare with field monitored data. Likewise, FE simulation was used in various sections employing the code Simulia ABAQUS, to investigate the efficiency of numerical modelling for the estimating of the tunneling induced-surface settlements under such a geotechnical condition. In this regard, the main aspects of a mechanized excavation were simulated. For the studied sections, numerical simulation is not capable of reproducing the high values of in-situ-measured surface settlements, applying Mohr-Coulomb constitutive law for soil. Based on results, for the mentioned case study, the range of estimated volume loss mostly varies from 0.2% to 0.7%, having an average value of 0.45%.

• Structural Engineering and Mechanics
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• 제87권4호
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• pp.317-332
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• 2023

Understanding and analysing the behaviour and response of historical structures in the face of climate changes and environmental conditions is of utmost significance for their preservation. There are several structural hazards associated with climate and hydrology changes in the region, including the settlement of piers, the rotation of piers, and temperature changes. The present study investigates the experimental and numerical structural behaviour of skewed and non-skewed Persian brick masonry barrel vaults under various conditions. The external loading conditions included pier rotation in five modes, settlement, and temperature variations in four states. Initially, the experiments extracted the mechanical properties of the scaled materials. Then, three semi-circular brick barrel vaults were tested with gravitational loads. The outcomes were used to develop and validate the finite element model. Following the development of the finite element model, numerical and parametric studies were conducted on the effect of the aforementioned structural hazards on the response of brick masonry barrel vaults with various Persian geometries (semi-circular, drop pointed, and four-centred), angles of skew (0, 15, 30, and 45 degrees), and dimensional ratios. According to the findings, the fragility of masonry materials makes historical structures susceptible to failure under different loading. A brick barrel vault fails in the presence of minor rotation and settlement of the piers. The four-centred geometric shape has the lowest performance among the seven Persian geometries; therefore, its health monitoring and retrofitting should be prioritised. In Isfahan, Iran, temperature variations, particularly during the warm seasons, cause critical conditions in such structures.

• Geomechanics and Engineering
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• 제31권1호
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• pp.1-14
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• 2022

Urban deep excavation will affect greatly on the deformation of adjacent existing buildings, especially those with shallow foundations. Isolation piles has been widely used in engineering to control the deformation of buildings adjacent to the excavation, but its applicability is still controversial. Based on a typical engineering, numerical calculation models were established and verified through monitoring data to study the influence characteristics of isolation piles on the deformation of existing shallow foundation buildings. Results reveal that adjacent buildings will increase building settlement δ_v and the deformation of diaphragm walls δ_h, while the isolation piles can effectively decrease these. The surface settlement curve is changed from "groove" type to "double groove" type. Sufficiently long isolation pile can effectively decrease δ_v, while short isolation piles will lead to a negative effect. When the building is within the range of the maximum settlement location P, maximum building rotation θ_m will increase with the pile length L and the relative position between isolation pile and building d/D increase (d is the distance between piles and diaphragm walls, D is the distance between buildings and diaphragm walls), instead, θ_m will decrease for buildings outside the location P, and the optimum was obtained when d/D=0.7.

• 한국방재안전학회논문집
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• 제7권2호
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• pp.1-8
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• 2014

급경사지 계측에 활용을 위하여 GNSS와 TRS센서를 주축으로 하여 전원, 통신 등의 부대설비, 그리고 변위 추출 및 가시화 등의 데이터처리 소프트웨어를 개발하여 스마트폴 계측시스템을 구축하였다. 본 연구에서 개발한 스마트폴 계측센서의 개념은 GNSS안테나 바로 밑에 TRS센서 및 자이로(gyro) 센서 등, 그리고 하단에 함수비센서를 장착하여 실시간으로 지표변위는 물론, 지반의 병진, 활동, 침하 등의 세가지 요인을 추출해 내고 함수비를 추출하여 전송할 수 있도록 하였다. 스마트폴 계측시스템은 데이터 수신부, 데이터 수집 및 전송부, 데이터 처리부로 구분하여 각 부분별 기능을 발휘할 수 있도록 구축한 다음, 현장적용성 평가를 위해 인위적 변위를 도입한 시험계측을 실시하고 그 결과를 분석하였다.

• 지질공학
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• 제20권2호
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• pp.191-202
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• 2010

본 연구에서는 부지조성을 위해 매립한 해성퇴적지반을 대상으로 성토량의 증가에 따라 발생되는 침하량과 측방유동량을 분석하여 연약지반의 깊이 및 성토하중을 고려한 침하량과 측방유동량 산정식을 제안하였다. 이를 위해 압성토공법이 적용된 해성퇴적지반 개량구간으로부터 현장조사와 실내시험 및 현장시험을 실시하였으며, 여러 계측기기를 설치하여 현장계측을 수행하였다. 그리고 이들 조사, 시험 및 계측결과로부터 지반의 분포상태, 물성 및 공학특성을 파악하였으며 회귀분석을 통한 침하량과 측방유동량을 산정하였다. 연구지역의 지층은 상부로부터 매립층, 퇴적층 및 기반암층으로 구성되어 있으며 자연적으로 형성된 점토층은 3.9~44.5 m 두께로 분포하고 있다. 그리고 지반개량을 위한 성토고는 4.7~7.8 m이고 이로 인해 발생된 침하량과 측방유동량은 각각 0.959~2.217 m 및 0.048~0.313 m 범위인 것으로 나타났다. 회귀분석을 실시한 결과 성토에 따른 침하량 및 측방유동량 산정식은 각각 $s=0.02h^2+0.11h$ 및 ${\delta}=0.01e^{0.37h}$와 같이 제시할 수 있다. 제안된 이들 경험식은 연구지역과 유사한 조건을 가진 해성퇴적지반에서 성토하중에 따른 침하량과 측방유동량을 개략적으로 산정할 시 적용이 가능할 것이다.