• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2001년도 학술발표회 논문집(II)
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• pp.727-732
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• 2001

Abstract, See Full-text

• 한국BIM학회 논문집
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• 제5권1호
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• pp.44-53
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• 2015

Recently, BIM has been widely applying in civil engineering projects centering on the private construction industry in order to establish self guidelines for spreading in practice. However, most BIM technologies and software are based on the architectural projects. In these environments, it is not easy to apply the BIM to a infrastructure field. Even BIM standards with IFC (Industry Foundation Classes) are also focusing on architectural projects. Especially, both private and public sectors do not know about how BIM delivery system should be performed, and how such deliverable should be submitted to the government yet. Thus, we need to analyze an application level of BIM S/W (Software) in real projects and verify their interoperability. Besides, since there are not any common standards that can exchange IFC models for civil engineering projects, we have many issues in converting as-built infrastructure models into IFC and delivering their design documents to the government. Accordingly, this study aims to perform a BIM process with commercial software for real road project after a detailed design process is finished and verify interoperability between diverse BIM software for securing BIM data reliability.

• 정보보호학회논문지
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• 제31권4호
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• pp.853-862
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• 2021

오늘날 국가 기반시설의 전자적 침해 행위에 의한 정보통신 인프라의 교란 및 마비가 위협 요소로 대두되고 있다. 이에 정부는 주요 기반시설의 정보시스템 및 제어시스템을 보호하기 위해 주요정보통신기반시설 취약점 분석·평가제도를 정기적으로 시행하고 있으며 이를 효율적으로 운영하기 위해 매년 늘어난 인적·물적 자원을 투자하고 있다. 그러나 이러한 정부의 노력에도 불구하고 국가 기반시설을 대상으로 한 침해사고가 지속해서 발생함에 따라 정보보호 기반마련을 위한 정부의 자원 투입이 정보보호 활동 결과 산출에 미치는 영향도가 떨어져 평가체계가 효율적이지 못하다는 의문이 제기되고 있다. 따라서 본 연구에서는 주요정보통신기반시설 취약점 분석·평가 제도의 효율적 운용여부를 DEA 모형을 이용해 검토하고, 분석된 결과를 바탕으로 정보보호 수준 제고를 위한 개선방안을 제안하도록 한다.

• Geomechanics and Engineering
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• 제17권1호
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• pp.109-118
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• 2019

The movement of soil along a slope during rainfall can cause serious economic damage and can jeopardize human life. Accordingly, predicting slope stability during rainfall is a major issue in geotechnical engineering. Due to rainwater penetrating the soil, the negative pore water pressure will decrease, in turn causing a loss of shear strength in the soil and ultimately slope failure. More seriously, many constructions such as houses and transmission towers built in/on slopes are at risk when the slopes fail. In this study, the numerical simulation using 2D finite difference program, which can solve a fully coupled hydromechanical problems, was used to evaluate the effects of soil properties, rainfall conditions, and the location of a foundation on the slope instability and slope failure mechanisms during rainfall. A slope with a transmission tower located in Namyangju, South Korea was analyzed in this study. The results showed that the correlation between permeability and rainfall intensity had an important role in changing the pore water pressure via controlling the infiltrated rainwater. The foundation of the transmission tower was stable during rainfall because the slope failure was estimated to occur at the toe of the slope, and did not go through the foundation.

• 지질공학
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• 제29권4호
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• pp.451-460
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• 2019

본 논문에서는 고상식(Piloti) 기초가 사용되는 오일샌드 플랜트의 하부기초에 소형강관 말뚝이나 마이크로 파일 등을 마찰 말뚝개념으로 사용할 경우 발생할 수 있는 문제점을 극복하고자 복합거동 연결체를 제안하였다. 말뚝의 개별 침하나 융기(Heaving)를 1개의 군으로 연결하여 복합거동이 가능하도록 하였으며, 하중 지지특성을 분석하였다. 기존 무리말뚝과 말뚝전면(Piled raft) 기초의 장점을 오일샌드 플랜트에 적용 할 수 있도록 복합거동 연결체의 형상을 결정하였다. 또한, 축소모형을 제작하여 하중에 대한 거동을 계측하고, 이를 통해 장치의 안정성 및 취약부위를 검토하여 연결체의 형태를 평가하였다.

• 자원환경지질
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• 제40권6호
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• pp.815-825
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• 2007

This study analyzed trends in geoscientific research funding provided by the Korea Science and Engineering Foundation (KOSEF) and examined strategies to promote geoscientific research. The strengths of geoscientific research in South Korea include the excellent academic quality of researchers, established research infrastructure, and inter-disciplinary research. Weaknesses include insufficient leadership in related societies and institutes, insufficient research productivity, and the exclusion of the field from nationally supported large-scale research projects. Opportunities for expanded research include environmental issues, the sustainable use of natural resources, the promotion of international research cooperation, and the initiation of national efforts to find solutions for regional problems. However, growth in the geosciences is threatened by prioritized investment in fields such as biotechnology, nanoscience, and information technology, a dismissive attitude toward the growth of basic sciences, and an increased demand for projects with visible economic and societal impacts. In terms of funding, group-based programs receive more support than individual-based programs. Between 1978 and 2006, KOSEF invested 1,744 billion won ($1.873 billion US) in a total of 46,748 basic research projects. Of this amount, 62.1 billion won ($66.7 million US) was allocated to 1,901 projects in the geosciences, which was roughly 2.6-10.6% of the money available in a given year. These funds were used to support research and development, the development and maintenance of necessary infrastructure, and the education and training of geoscientists.

• 한국산학기술학회논문지
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• 제18권2호
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• pp.38-46
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• 2017

본 연구에서는 Industry Foundation Classes (IFC)를 기반으로 토목 시설물 정보 모델을 생성하는 경우에 발생할 수 있는 정보 검색 및 모델 재생성의 어려운 점을 보완할 수 있는 질의어를 개발하였다. 이를 위하여 첫번째로, IFC에서 구조물을 나타내기 위한 요소와 속성을 다루는 부분, 그리고 이들을 연결해주는 요소의 관계를 분석하고 이에 따른 흐름을 분석하였다. 이를 통해 최종 사용자의 입장에서 IFC 파일 내에서의 속성, 객체 및 그에 따르는 연결에 대한 접근 및 파악이 매우 힘들 수 있음을 확인하였다. 둘째, 기존 Building Information Model Query Language (BimQL)의 방법을 참고하여 IfcPropertySet 중심의 질의 방식을 제시하고 이를 적용할 수 있는 독립 모듈을 개발하였다. 마지막으로 제시한 방법을 철도의 궤도 및 침목에 적용하여 사용자가 의도한 대로 효과적인 정보 추출 및 모델 재생성이 가능함을 확인하였다. 이러한 접근방법의 장점은 IFC 파일만을 대상으로 효과적인 정보의 검색이 가능하다는 점으로, 정보의 상호운용성의 이점을 극대화할 수 있다.

• Geomechanics and Engineering
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• 제24권1호
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• pp.29-42
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• 2021

The utilization of buildings can be improved by extending them vertically. However, the added load of the extension might require building foundations to be underpinned; otherwise, the loads on the foundations might exceed their bearing capacity. In this study, a preloading method was presented aiming at transferring partial loads from existing piles to underpinning piles. A pneumatic-type model preloading device was developed and used to carry out centrifuge experiments to evaluate the load-displacement behavior of piles, the pile-soil interaction during preloading, and the additional loading caused by vertical extension. The results showed that the preloading devices effectively transfer load from existing piles to underpinning piles. In the additional loading test of group piles, the load-sharing ratio of a pile increased with its stiffness. The load-sharing ratio of a preloaded micropile was less than that of a non-preloaded micropile as a result of the reduction in axial stiffness caused by preloading before additional loading. Therefore, a slight reduction of the load-sharing capacity of an underpinning pile should be considered if the preloading method is applied. Further, two full scale preloading devices was developed. The devices preload underpinning piles and thereby produce reaction forces on a reaction frame to jack existing piles upward, thus transferring load from the existing piles to the underpinning piles. Specifically, screw-type and hydraulic-jack type devices were developed for the practical application of foundation underpinning during vertical extension, and their operability and load transfer effect verified via full-scale structural experiments.

• Geomechanics and Engineering
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• 제24권5호
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• pp.431-441
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• 2021

Rock-socketed drilled shafts are widely used to transfer the heavy loads from the superstructure especially in mountainous area. Extensive research has been done on the behavior of rock-socketed drilled shafts under compressive load. However, little attention has been paid to uplift behavior of drilled shaft in rock, which govern the overall behavior of the foundation system. In this paper, a series of centrifuge tests have been performed to investigate the uplift response of rock-socketed drilled shafts. The pull-out tests of drilled shafts installed in layered rocks having various strengths were conducted. The load-displacement response, axial load distributions in the shaft and the unit skin friction distribution under pull-out loads were investigated. The effects of the strength of rock socket on the initial stiffness, ultimate capacity and mobilization of friction of the foundation, were also examined. The results indicated that characteristics of rock-socket has a significant influence on the uplift behavior of drilled shaft. Most of the applied uplift load were carried by socketed rock when the drilled shaft was installed in the sand over rock layer, whereas substantial load was carried by both upper and lower rock layers when the drilled shaft was completely socketed into layered rock. The pattern of mobilized shaft friction and point where the maximum unit shaft friction occurred were also found to be affected by the socket condition surrounding the drilled shaft.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.1130-1137
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• 2022

The Industry Foundation Classes (IFC) provides standardized product models for the building construction domain. However, the current IFC schema has limited representation for infrastructure. Several studies have examined the data schema for road and highway modeling, but not in a sufficiently comprehensive and robust manner to facilitate the overall integrated project delivery of road projects. Several discussions have focused on slope engineering for road projects, but no solution has been provided regarding the formalized parametric modeling up to now. Iterative design, analysis, and modification are observed during the process of slope design for road projects. The practitioners need to carry out the stability analysis to consider different road design alternatives, including horizontal, vertical, and cross-section designs. The procedure is neither formalized nor automated. Thus, there is a need to develop the formal representation of the product and process of slope analysis for road design. The objective of this research is to develop a formal representation (i.e., an IFC extension data schema) for slope analysis. It consists of comprehensive information required for slope analysis in a structured manner. The deliverable of this study contributes to both the formal representation of infrastructure development and, further, the automated process of slope design for road projects.