• Journal of Korean Society of Coastal and Ocean Engineers
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• v.21 no.2
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• pp.145-153
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• 2009

This research utilized the manual to calculate the structural scale of stone and gabion, which was developed through comparison and verification of the results drawn by hydraulic model experiment and existing empirical formula. Appropriate structural scale of stone according to the construction site when the critical velocity was exceeded, utilizing the previously expected and recorded data on current velocity per day and per hour during the final closure period for Saemangeum sea dike. Also, the scale of rocks was presented, considering the altercation in water depth according to the construction. The developed manual offered appropriate rate of mixed use of stone and gabion that suits various flow velocities, which will minimize any loss of stone-gabion and contribute to successful final closure, and proved the utility and application of the manual.

• Journal of the Korea Institute of Building Construction
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• v.9 no.6
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• pp.131-139
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• 2009

It is critical to select the appropriate type of tower cranes for the construction of super tall buildings. However the selection is often made based on subjective personal experiences due to the lack of historical and analytical data. As a result, planning mistakes and efficiency errors sometimes occur. This research is to develop a system of hoisting analysis for appropriate tower crane selection and to provide a flexible statistical model based on the Burj Dubai project. In addition, this system hassupporting functions that can estimate the target construction period per floor, and a decision-making construction period computation method which is based on the characteristic of the selected tower cranes.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1287-1291
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• 2009

최근 극심한 가뭄은 전년도 홍수기 이후 강수량이 예년 평균 강수량대비 약 60%정도이고 댐유입량은 예년 평균 유입량대비 약 30%로써 매우 극심한 가뭄을 겪고 있다. 따라서 강원도 태백지역을 비롯하여 전라 및 경상남도지역에 제한급수 등이 이루어지고 있는 실정이다. 또한 기상청 전망에서도 금년 홍수기전까지 가뭄이 지속될 것이라는 보도가 나오고 있어 향후에도 매우 어려운 상황이 지속될 것으로 예상된다. 따라서 이러한 악조건하에서 우리가 대체할 수 있는 방법중의 하나로서는 가용한 수자원량과 향후 예상되는 유입량에 대한 정량적 판단을 통해 수자원의 효율적인 관리일 것이다. 이에 본 연구에서는 이수기 저수지의 효율적 운영을 위해서 기존에 이용되고 있는 저수지에서의 빈도유입량 산정방법을 개선하여 보다 적정한 운영이 이루어질 수 있도록 하고자 한다. 현재 수자원공사에서는 이수기 유입량 빈도분석을 위해 연속된 수문량이 가지고 있는 주기특성을 반영한 수문량 누가방식(누가차분법)을 채택하여 실무에서 이용하고 있다. 그러나 해당방법은 누가기간에서 산정된 빈도값의 차분량 계산시 부분적으로 음(-)의 값이 산출되고 갈수빈도가 증가함에도 수문량이 증가하는 이상 현상이 발생할 뿐만아니라 빈도분석 초기에는 극한 가뭄이 오고 분석기 말에는 평년수준의 유입량이 유입되는 것으로 분석되어 효율적인 저수지 운영이 어려운 실정이다. 따라서 본 연구에서는 상기 문제들을 해결할 수 있는 새로운 갈수빈도유입량의 분해방법을 제시하고 이에 대한 검증을 위해 금번 가뭄 패턴과 비교 분석하고자 한다.

• 월간 기계설비
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• s.268
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• pp.57-62
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• 2012

국토해양부가 지난 9월 말 종합건설업체를 대상으로 '부실 불법 종합건설사 전면 실태조사'에 들어갔다. '시장 규모에 맞는 적정건설사 유지'란 목표 아래 초고강도로 진행 중인 이번 부실건설사 실태조사는 건설산업기본법 상의 자본금, 기술자, 사무실 등 등록기준 미달 여부를 조사하며 아울러 직접시공, 일괄하도급 여부까지 확대 조사한다. 또한 조사주체가 건설협회에서 지자체로 바뀜으로써 더욱 엄격하게 조사한다. 실태조사 결과 등록기준 미달 업체는 영업정지 6개월 또는 등록말소, 일괄하도급 위반 업체는 영업정지 8개월 및 형사고발(3년 이하의 징역 또는 3천만원 이하의 벌금), 직접시공의무 위반 업체는 영업정지 6개월의 처분을 받게 된다. 국토해양부는 전문건설업계도 매년 2차례에 걸쳐 시 군 구와 함께 재하도급, 동일업종 하도급 등의 위반여부에 대한 실태조사를 하고 있다. 그러나 올 하반기에 예정되어 있던 전문건설사 조사는 내년 상반기에 별도로 시행할 계획이다. 이에 앞서 대한설비건설협회는 건설산업 공생발전위원회를 통해 "전문건설업계의 어려운 실정을 감안하여 실태조사를 유예하여 줄 것"을 건의 한 바 있다. 이에 따라 본지는 내년 상반기에 실시 예정인 국토해양부의 전문건설사 실태조사 시 회원사들이 불이익을 받지 않도록 재하도급, 동일업종 간 하도급, 일괄하도급, 직접시공, 영업정지 기간 중 건설업 영업행위 등의 위반에 대한 건설산업기본법 관련 규정을 게재한다.

• Korean Journal of Construction Engineering and Management
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• v.2 no.2 s.6
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• pp.47-58
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• 2001

Of all the site logistics technologies in high-rise building construction, both vertical and horizontal move plan, are the most imperative factors. And the horizontal plan follows lift-up plan as of the vertical plan. However though it may be, temporary lifts on site are numbered by heuristic formulas. The quantity of finishing material cannot be converted into lift-up load per finishing material. The lift-up plan cannot be evaluated the feasibility for finishing material move plan by a reasonable evaluation methodology. The horizontal plan is far from the vertical one. And the information as an input data for the horizontal plan is devoid of package unit size, length, and volume per finishing material. These can hardly result in reasonable and detail decision on how much to use temporary lifts, how long to use these, and where to deposit each finishing material. Therefore, this study is to suggest a decision-making model that can integrate vertical and horizontal material move plan in high-rise building construction and make a decision the plans systematically. And the study is to explain the concept, methodology, and contents of the model applied to a virtual project, named as MT 130 (Millennium Tower 130). By the model, the planner can shift his/her thinking framework on site logistics management products-oriented Into process-oriented. He/she can manage a project by the framework as system thinking, evaluate the feasibility of a lift-up plan, and decide the horizontal plan integrated with the lift-up.

• Korean Journal of Construction Engineering and Management
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• v.19 no.5
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• pp.111-120
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• 2018

Recently, Domestic public construction projects are experiencing a great deal of disputes because of the growing uncertainty about the criteria for calculating the prolongation cost. In addition, researchers have been studying various systems and proper cost estimates in an effort to reduce the uncertainty of these systems and the occurrence of disputes. However, there is no standard yet for social consensus. Meanwhile, The study on the classification system according to the recognition standard of accounting has been systematically studied. As a result, the concepts of accrual and cash basis are defined separately. The purpose of this study is to verify the possibility of applying the concept of 'accrual basis' to the Standard for calculation of prolongation cost. Therefore, As a result of analyzing the occurrence pattern of Job-site overhead cost, it is confirmed that actual costs can not be calculated by the cash-basis method. In particular, the implications of the necessity of the accrual-basis method should be more strictly indicated in the case of items such as indirect labor costs and welfare benefits. In addition, the contractor 's claim report and the appraisal report were examined. As a result, it was confirmed that the calculation situations of prolongation costs are biased to the cash-basis method. In this way, it is suggested that necessary to supplement the calculation standard of the actual costs from the point of view of accrual basis.

• Journal of Korea Port Economic Association
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• v.27 no.3
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• pp.65-90
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• 2011

Private stevedoring companies are leasing and operating the container terminals of the Busan Port. The total amount of lease fees private stevedoring companies paid in 2010 reached 161 billion wons, an approximately 66 percent of the total revenue of the Busan Port Authority(BPA). In other words, lease fees are the most important revenue source for BPA. However, the lease fee assessment system of Busan container terminals goes against the principle of equity due to different assessment methods and criteria adopted by each container terminal. Therefore, the purpose of the study is to analyze the systematic problems of the lease fee assessment system that is used at Busan container terminals, and propose a new standardized scheme with a case study on the new system. In order to standardize the assessment system, the assessment methods need to be simplified by using the Discounted Cash Flow(DCF) method. In addition, the assessment criteria such as assessment duration, discount rates, price indexes, estimated container throughputs, sales unit price per TEU, operation costs, including labor costs, need to be standardized as well. The new standardized assessment system can be applied to estimate lease fees for new terminals. However, for existing terminals to run the new system, factors such as assessment duration, discount rates, price indexes, estimated container throughputs, investment and re-investment costs, and maintenance & repair costs of the new system should be changed slightly.

• Journal of the Korean Institute of Gas
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• v.27 no.3
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• pp.98-107
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• 2023

This study presents a well spacing design for coalbed methane(CBM) reservoirs using the experimental results of methane gas adsorption measurement of coal samples obtained from North Kalimantan Island, Indonesia. The gas productivity analysis shows that the cumulative gas production increases as the Langmuir volume increases. This indicates that the maximum gas adsorption directly affects the gas production. In addition, the maximum gas production increases with the increase of reservoir permeability, and the dewatering period is shortened. In particular, the cumulative gas production increases as the production influence area increases. However, when comparing productivity per unit well, the maximum cumulative gas production is found between 2,000 ft of depth and 80-160 acres of the influence area. When reservoir depth and production influence area are considered simultaneously, the results of the appropriate well depth and spacing calculations show that gas productivity is highest between 600-2,000 ft. In this case, it is appropriate to design well spacing in the range of 80-160 acres. Therefore, well spacing design considering coalbed depth in undeveloped CBM reservoirs can be accomplished using gas sorption test results from coal samples.

• Journal of Korean Tunnelling and Underground Space Association
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• v.25 no.4
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• pp.285-303
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• 2023

Interest in building underground spaces is increasing for the creation of downtown infrastructure and efficient space utilization. A representative method of utilizing underground space is a tunnel, and in addition to road tunnels, the construction of utility tunnels such as power conduits and utility conduits is gradually increasing. The current basic tunnel construction method can be divided into NATM (New Austrian Tunnelling Method) and TBM (Tunnel Boring Machine). The NATM is a reliable method, but it is accompanied by vibration and noise due to blasting. In the case of the TBM excavation method, there are disadvantages in terms of construction period and construction cost, but it is possible to improve economic feasibility by introducing appropriate complementary methods. In this study, a blasting method was develop using the NATM after TBM pre-excavation using the protective shield method. This is a method that compensates for the disadvantages of each tunnel construction method, and is expected to reduce construction costs, blasting vibration, and noise. In order to review the performance of the developed method, an experiment was conducted to evaluate the performance of explosion-proof tube to which a protective shield scale model was applied, and the impact of blasting vibration of the protective shield method was analyzed.

• Journal of the Korea Institute of Building Construction
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• v.18 no.4
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• pp.355-361
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• 2018

Many defects are occurring in apartments, the main residential area in Korea. This is due to a lack of construction skills and a lack of management. As many apartments are provided to buyers, the dispute over defects after completion is increasing rapidly. The Housing Act was amended so that local governments could order contractors to repair defects. However, even if defects are resolved after a defect is generated, it is not a fundamental solution that can be satisfied because buyers have to endure the pain caused by the defect. So, it is necessary to protect the interests of buyers by fundamentally reducing defects in apartments. Therefore, in this study, it was suggested that the asymmetry of the information about the apartment buyers should be resolved at the time of sale of the apartment, the final drawings should be a contract document, the review period of the apartment house supervision should be secured, the appropriate supervisory fee should be secured at the time of contract change and the payment procedure should be improved.