• Proceedings of the Korea Contents Association Conference
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• 2013.05a
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• pp.437-438
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• 2013

최근 BIM(Building Information Modeling)은 건설사업의 뜨거운 이슈로 부각되고 있으며 기존의 건설공사에서 2D로 관리되고있는 각종 성과물을 3D로 관리하면서 간섭검토, 에너지분석, 시공성검토 등 기존의 2D로 하기 어려웠던 다양한 의사결정 등을 지원할 수 있는 새로운 기술이다. 하지만 이렇게 다양하게 BIM이 활용되기 위해서는 활용목적에 맞는 성과품 및 산출물이 적절하게 만들어져야 하나 건축분야만 일부 제시되고 있을 뿐 토목분야는 사례를 찾아보기가 힘들다. 이에 국외 토목 BIM 발주사례와 국내 건축 BIM 관련 가이드, 현행 2D 기반의 성과품 납품체계 등을 조사하여 도로분야의 BIM성과품 납품체계 개발방안을 제시하였다.

• 월간 기계설비
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• no.3 s.212
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• pp.50-55
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• 2008

롯데건설(주)은 1959년 창립해 도로, 교량, 항만 등의 대규모 토목공사와 첨단 인텔리전트 빌딩, 호텔, 쇼핑센 터 및 고급 아파트 등의 건축공사를 통해 국가산업 발전과 주거문화 향상에 기여하고 있다. 롯데건설(주)은 잠실 롯데월드를 비롯해 전국에 롯데호텔 · 백화점을 건설하며 테마파크, 관광, 유통시설 건설에 남다른 기술과 노하우를 축적하고 현재 서울, 부산에 100층 이상의 초고층 건물인 제2롯데월드 건설 추진등 수익 다각화를 위해 끝없이 노력하고 있다. 또한 중세 유럽성의 긍정적인 이미지를 아파트 브랜드에 적용, 주택시장의 고급화, 차별화를 선도해왔다. 이런 노력의 결과 롯데건설(주)은 2007년 매출 3조1,608억원, 수주 6억원을 달성했고 올해 매출 3조8,000억원, 수주 8조원을 목표로 정진하고 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.252-252
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• 2016

수자원에 대한 효율적 활용 요구가 증대됨에 따라 한반도 수리적 특성을 보다 정밀하게 모의하고 이를 활용한 의사결정이 요구되고 있다. 한반도는 지리적 특성상 약 70%가 산학 구조로 되어 있어서 지형적 기상 현상이 복잡하여 가뭄지수의 공간 보간에 어려움이 있다. 따라서 지형적 특성-거리, 고도, 해양에서의 거리, 지향면 등을 고려할 수 있는 PRISM 기법을 기존의 공간 보간 기법과 비교 분석하여 한반도 전역의 가뭄 특성에 적합한 공간 보간 기법을 검출하고자 하였다. 자료의 분석은 기상청에서 제공하는 강우 관측소중 40년 이상의 연한을 가지고 있는 60개 지점을 선정하여 분석하였으며 방법 간의 비교는 지점을 선정하여 추정된 오차를 기초로 하여 판단하였다. 분석결과 PRISM 기법이 복잡한 지형적 특성을 가진 지역에서 더 적합한 방법으로 나타났다. 향후 연구에서는 미개측 지역의 가뭄지수 분석을 시행하여 관측소가 설치되지 않은 지역의 적합한 가뭄 특성을 분석하여 효율적인 수자원 활용을 위한 적절한 의사결정 지표를 선정하고자한다.

• Journal of Korean Society for Geospatial Information Science
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• v.17 no.2
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• pp.11-17
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• 2009

Terrestrial LiDAR can measure high capacity 3D-topography coordinates and try to apply to various public works such as tunnel surveying, facility deformation surveying. This experiment is about how to calculate ground cutting volume because the stage of the earth work spend lots of money and time among civil engineering works. Surveying cutting area using Terrestrial LiDAR and then calculating cutting area in planned area comparing sectional plan before construction and planned section and LiDAR data. Also, the values of the calculating ground cutting volume by three different resolution LiDAR has are compared and analyzed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.2A
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• pp.103-111
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• 2010

A feasibility study for nondestructively estimating prestress force of a grouted tendon using axial vibrations has been investigated. Total eight prestressed concrete beams with different stress levels have been specially designed and constructed for this investigation. The various axial vibration tests have been conducted in order to extract the dynamic characteristics of the prestressed concrete beams. It turns out that the axial frequency, elastic wave velocity and elastic modulus are nonlinearly increased as the prestress force level increases. It seems that the axial vibration characteristics of the existing grouted tendons are a feasible indicator for the identification of their tensile force.

• The Journal of Engineering Geology
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• v.4 no.1
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• pp.79-90
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• 1994

Development of industries and increasing population demand civil engineering projects of various types and sizes to be looated along the ooastal aaaas where extremely soft marine sedirnents are encountered. These sediments present settlement and stability problems, among others, and consequently, cost increase and schedule delay are resulted.Insulfident understanding of the basic nature of the soft formations dulling design and construction phases result in catastrophicfailures all too often. In order to provide safe and economic solutions to these problems, utilization of various related disciplines should be made for analyses. However, this paper will primarily rely in portions of paleoclimatology, sedimentology, and soil mechanics to define the problems and to provide basic understanding of the sediment, and the directions and methodology for the analyses.

• Journal of the Society of Disaster Information
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• v.9 no.2
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• pp.164-177
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• 2013

From 2010 years to 2013, the selection method of successful bidder has been changed design suitable lowest method, comprehensive evaluation method(bid price adjustment, design score adjustments, weight standards), fixed amount best design method. Therefore this study was presented by analyzing the impact on the domestic construction industry according the way to determine the successful bidder, the evaluation order method and the operational issues through the analysis of order status, order number, results of acceptance an order, success rate range, results of acceptance an order according to weight success rate, results of acceptance an order by work type and order institution of a turnkey alternative tendering construction performed in domestic civil part.

• Korean Journal of Construction Engineering and Management
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• v.22 no.1
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• pp.116-124
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• 2021

As the utilization of the BIM model increases in the design and construction stages of a construction project, the utilization of BIM in the maintenance stage can also increase. In the maintenance stage, BIM objects created in the design and construction stages that have already been completed are used. Therefore, it is necessary to verify the reliability of whether the used BIM object is a certified model created in the design stage. In particular, the reliability of the BIM model becomes more important in a project such as railway facilities composed of various construction activities with civil engineering, architecture, electricity, signal, and track work. This study proposes a methodology of using blockchain technology as a way to secure the reliability of the BIM model used in the maintenance phase, and constructs the block structure and detailed process for applying the blockchain technology to BIM. In addition, by applying this process to the BIM model of an actual facility to generate a block, it was confirmed that the blockchain technology can be used as a tool to secure the reliability of the BIM model.

• Journal of the Korean GEO-environmental Society
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• v.12 no.8
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• pp.39-50
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• 2011

Nowadays, H-piles are usually used as temporary retaining walls, and sometimes buried in the ground after construction. The purpose of this study is the development of flowable fill materials that are easy to fill holes of retaining wall structure and minimize friction during pulling out H-pile. The first test was performed to decide mix proportion that is reasonable for purpose, in the second test, direct shear test was performed to get pullout resistance between flowable fills material and H-pile, and one dimensional consolidation test was performed to analyze the compressibility. In the test result, it showed that flowable fill material mix proportion is 350-450% of water, 70-100% of cement and 70-100% of sand based on the bentonite weight.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.4
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• pp.601-610
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• 2018

Since the building construction works are repeated vertically in a limited space, there is not a great need for the location information of each activity in the schedule management. On the other hand, civil engineering works such as road and railway projects consist of a large number of earthworks, long bridges, and long tunnels. These types of work should be controlled in a horizontal space according to the linear axis of several tens of kilometers. In other words, since most of the activities are managed in the unit of distance from the start point to the end point, it is possible to improve the efficiency of the schedule management by linking the location information of the activity with the schedule data in the schedule management system. This study presents a methodology for creating a linear schedule chart specific to a project with horizontal work space and compares the convenience with the existing Gantt chart. In addition, the methodology of linking linear schedule chart to the 4D CAD system, which is a typical BIM technology in the construction phase, is presented to improve the usability of BIM. The practical applicability of the proposed methodology was verified statistically.