• 한국농공학회지
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• 제44권1호
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• pp.116-124
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• 2002

Natural resources fur the construction materials such as good soil, sand, and coarse aggregates have been encountered to be short due to excessive use by human. Even though some soil has been found to be unsuitable for construction materials, soil with reinforcement can naturally be an answer to these alternatives. According to recently published papers on fiber mixed soil, fiber mixed with soil can improve shear strength, compressive strength and post-peak load strength retention. In this study, a series of tests were performed to clarify the characteristics of fiber mixed soil and to give basic data for design and construction and their engineering properties, that is, unconfined compressive strength, splitting tensile strength, shear strength, crack by drying, freeze-thaw, creep and Poisson\`s ratio, were investigated and analyzed. It has been shown that fiber mixed soil is one of good alternatives fur the civil and building construction materials.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2004년도 제5회 정기학술발표대회 논문집
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• pp.398-403
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• 2004

건설기업은 자율경쟁, 고객수요의 다양화 등 사회, 경제적 변화 뿐만 아니라 점점 대형화, 복잡화, 전문화 되어 가고 있으며 한 단계 더 높은 기술확보와 경영의 일체화를 요구하고 있다. 건설기업이 비효율성을 제거하고 스스로의 수준(level)을 파악하여 합리적인 기업전략을 수립하기 위하여 기업의 성과측정이 필수적이다. 하지만 국내 건설기업은 성과측정의 중요성을 인식하지 못하고 있고 일부 선도기업을 제외하고는 정형화된 성과측정의 기준을 가지고 있지 못하는 실정이다. 설령 성과측정시스템이 갖추어져 있더라도 이는 제조업, 기타 경영학이나 일반적인 성과측정시스템이지 건설기업의 특성을 고려한 성과측정시스템은 거의 없다. 따라서 본 논문은 건설기업의 성과측정시스템의 대안이 될 수 있는 것을 조사하고 이들 중 건설기업의 특성을 고려하였을 때 가장 적합한 성과측정시스템을 제안하고자 한다.

• Architectural research
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• 제16권3호
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• pp.93-100
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• 2014

Existing BIM(Building Information Modeling) based energy evaluation tools cannot be utilized enough for the potential performance of BIM because most of them have not provided the integrated model for energy evaluation, assessment of the material, cost of the construction, and so on. This research aims to propose and develop a new application, EcoBIM, to support an integrated evaluation of the energy and cost efficiencies of the design alternatives within the design process. The proposed application functions as a BIM-based evaluation system that calculates energy-savings performance as well as the construction cost of the alternatives at the design stage. This study mainly focuses on the possibilities of developing the proposed technology. We also suggest an advanced design process using the proposed system, corresponding to changes of national regulations in Korea. This study deduce that EcoBIM can allow architects to make suitable decisions regarding energy- and cost-efficient designs. The proposed design process will allow architects not only to check the eco-friendly performance of design alternatives but also predict the operation cost in a certain period in the future. EcoBIM can prevent large-scale design changes required to obtain environmental certification and enable the owner to make an informed decision about the initial investment of construction according to the result of the analysis of the energy requirement at the design stage.

• 한국시뮬레이션학회논문지
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• 제10권3호
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• pp.47-58
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• 2001

Evaluation of Freeway Congestion Management Using Mesoscopic Traffic Simulator A mesoscopic simulation study to measure the effects of trip generation caused by rampant expansion of residential area around the Kyungbu corridor has been conducted. Some alternatives, which seem to be judgememtally plausible and technically feasible to mitigate such congestion, have been carefully examined and evaluated by the simulation model called INTEGRATION. Alternatives are mostly network improvements. Banpo IC dedicated ramp construction (A1), Seocho IC TSM based weaving elimination (A2), dedicated local and express separation over Seocho-Yangjae segment (A3), Heonleung IC (A4) and Daewang If installations (A5), Pangyo IC improvement (A6), Baikhyun IC (A7) and Dongbaek IC installations (A8) along with Shingal-Pangyo segment capacity addition (A9). The most capital intensive ones are A9, A5, and A4 in that order. A1, A6, A7, and A8 are short in distance but they are also capital intensive and need some construction periods. The least capital driven alternatives are h2 and A3, the h2 is easier to do, but A3 needs traffic diversion scheme during construction. The A1, A7, and A8 have been identified cost effective in terms of speed increase and travel time saving. Along with these results, some limitations and future research agenda regarding simulation have also been presented.

• 한국건설관리학회논문집
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• 제12권3호
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• pp.53-61
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• 2011

정부는 1990년대 대형건축물의 붕괴사고가 잇따르고 건축물의 사고로 인한 인적, 물적 손해에 대한 보전책이 불충분하다는 지적에 따라 '국가계약법'상에 일정규모 이상의 용역이나 건설공사에 대하여 의무보험에 가입하도록 하였다. 특히 2002년에 설계 및 감리 등의 기술용역 분야를 위한 보증제도가 도입된 후 여러 운영상의 문제점이 표출되고 있으나 이에 대한 구체적인 현황 분석 및 개선방안을 마련하기 위한 연구는 매우 미흡한 상황이다. 본 논문은 델파이 방법을 사용하여 기술용역 보증제도와 관련된 주요 제도 및 운영상의 문제점을 도출하고 이에 대해서 주요 보증시장 참가자인 발주청, 용역사, 보험사의 보험업무 실무담당자를 대상으로 설문조사를 실시하여 개선방안을 도출하였다. 주요 정책적 대안으로는 신용평가에 근간을 둔 보증한도의 조정, 비효율적인 연대보증인 제도의 폐지, 제3자 인적손해의 담보범위 포함과 보험가입금액의 상향, 보험 기간의 연장 및 기타 제도정비사항을 제시하였다. 제안된 개선방안들에 대한 이해당사자간에 공감대 형성은 국내 건설 산업계의 건전한 발전으로 이어질 것으로 기대해본다.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.243-251
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• 2013

Cash management is a major concern for all contractors in the construction industry. It is arguable that cash is the most critical resource of all. A contractor needs to secure sufficient funds to navigate the project to the end, while keeping an eye on maximizing profits along the way. Past research attempted to address such topic via developing models to tackle the time-cost tradeoff problem, cash flow forecasting, and cash flow management. Yet, little was done to integrate the three aspects of cash management together. This paper, as such, presents a comprehensive model that integrates the time-cost tradeoff problem, cash flow management, and cash flow forecasting. First, the model determines the project optimal completion time by considering the different alternative construction methods available for executing project activities. Second, it investigates different funding alternatives and proposes a project-level cash management plan. Two funding alternatives are considered; they are borrowing and company own financing. The model was built as a combinatorial optimization model that utilizes ant colony search capabilities. The model also utilizes Microsoft Project software and spreadsheets to maintain an environment that incorporates activities, their durations, and other project data, in order to estimate project completion time and cost. Ant Colony Optimization algorithm was coded as a Macro program using VBA. Finally, an example project was used to test the developed model, where it acted reliably in maximizing the contractor's profit in the test project.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.215-216
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• 2017

Existing studies highlights the problems about the negative-side waterproofing design of apartment complex underground structures. This study suggests the alternatives for waterproof design construction details of as a solution, and a review on the applicability of this new construction design details through a mock-up construction is provided.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 2004년도 추계학술발표회 발표논문집
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• pp.1461-1462
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• 2004

• 한국건설관리학회논문집
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• 제6권6호
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• pp.107-114
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• 2005

공정과 공사비는 건설사업의 관리에 매우 중요한 두 가지 축으로써, 이들을 통합 관리하려는 많은 노력이 진행중이나, 많은 어려움을 겪고있는 상황이다 내역체계의 특성으로 인해, 국내의 경우는 내역과 공정체계의 두 가지 축을 중심으로 건설사업정보를 통합 관리할 수 있다. 본 연구에서는 지방국토관리청의 도로공사를 중심으로 내역체계와 공정체계를 연계 활용할 수 있는 방안을 제시하고 있으며, 이를 위해, 위해 도로공사 현장 사례를 분석하고, 설문조사를 통하여 문제점을 분석하고, 이를 개선하기 위해 통합건설정보분류체계를 기반으로 시설물별 공통WBS와 부위별 수량산출서를 작성하는 방안을 제시하고 있다. 이러한 방안은공정과 내역의 연계활용뿐만 아니라, 타 정보와의 연계 활용의 기반을 제공할 수 있다.

• International Journal of Concrete Structures and Materials
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• 제11권1호
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• pp.161-169
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• 2017

Flat slab systems are vastly used in multi-story buildings because of their savings in story height and construction time, as well as for their flexibility in architectural remodeling. However, they frequently suffer brittle punching-shear failure around columns, especially when subjected to lateral loads. Therefore, seismic codes labeled flat slabs as non-ductile systems. This research goal is investigating some construction alternatives to enhance flat slab ductility and deformability. The alternatives are: adding different types of punching-shear reinforcement, using discreet fibers in concrete mixes, and increasing thickness of slab around columns. The experimental study included preparation and testing of seven half-scale interior slab-column connections up to failure. The first specimen is considered a reference, the second two specimens made of concrete mixes with different volumetric ratios of polymer fibers. Another three specimens reinforced with different types of punching-shear reinforcement, and the last specimen constructed with drop panel of inverted pyramidal shape. It is found that using the inverted pyramid-shape drop panel of specimen, increases the punching-shear capacity, and the initial and the post-cracking stiffnesses. The initial elastic stiffnesses are different for all specimens especially for the slab with closed stirrups where it is experienced the highest initial stiffness compared to the reference slab.