• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.1D
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• pp.41-49
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• 2012

Radio Frequency Identification(RFID) technology, which replace BAR CODE technology that has been widely utilizing in the field of the manufacturing industry for a long time, has been proven in the whole industries including national defense, transportation, and construction as well as manufacturing industry. Recently, with this trend, researches for adapting the RFID technology have been attempting continually centering on the architectural project in the construction industry. However, those researches are mainly focusing on the experimental utilization such as simple activity and material management. To solve these issues, this study demonstrated methodologies for adapting the RFID technology by the construction steps aiming to analyze cycle time of five types of construction process to the NATM method of tunneling work. Besides, the application of RFID technology in civil engineering work was verified by demonstrating the suggested methodology to actual sites. Therefore, it is expected that the suggested methodology will be utilized for predicting the progress rate and establishing of follow-up work plans, and the site applicability of the RFID technology will be expanded to the civil engineering projects.

• Journal of the Korean Society for Railway
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• v.14 no.3
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• pp.271-275
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• 2011

According to governmental policies for green growth, the increase in the traffic volume of railroad is a representative method to reduce total greenhouse gas (GHG) emitted from transport. Comprehensive assessment for the GHG emission of railroad has been studied to compare the difference of transport modes just in the operating step excluded the construction step. The purpose of this study was to evaluate GHG emissions in railroad construction sector. The targets were some construction works for civil, track, building, and electric system in A line. The GHG emission source of constructing railroad infrastructure was mainly the energy consumption of heavy equipments. As a result, the civil construction sector showed more than 96% of total GHG emissions and its specific GHG emission was 2.191 ton $CO_2e/m$. Also, the specific GHG emissions of civil construction works were of the order: earthworks > tunnels > bridges > station. In future, it will be required to calculate the overall GHG emission of railroad through life cycle approaches including operation, maintenance and disposal step.

• Korean Journal of Construction Engineering and Management
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• v.4 no.3 s.15
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• pp.102-111
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• 2003

It is very important to improve the overall efficiency in exchanging construction information among project Parties from the project set-up through the project completion. However, each government agency in Korea tendering construction projects has different structures in classifying information. This results in inefficiency of overall construction projects and cost increasing. This requires establishing a new construction information classification system. This research suggests a framework for an analysis of a standard classification system in setting up a standard classification system and in evaluating its applicability to business processes. According to the identified requirements of the classification system, this research analyzes and compares existing information classification systems such as Uniclass, Uniformat, and Korean Standard Classification System of Construction Information, and then identifies problems and approaches for the improvement.

• Journal of the Korean Society for Aviation and Aeronautics
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• v.29 no.4
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• pp.78-87
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• 2021

This study is to evaluate the applicability and performance of trapezoidal-shaped grooves on domestic airport runways. For this, the constructability, drainage performance, and friction resistance characteristics of trapezoidal-shaped grooves compared to square-shaped grooves were evaluated through test construction on pavement at Incheon Airport. As a result of the test construction, the trapezoidal-shaped grooves satisfies the required geometry standards and tolerance, and secured a macrotexture that was 25% improved compared to the square-shaped grooves. It was confirmed that trapezoid-shaped grooves secured drainage performance of more than 7-9%, and surface friction performance improved compared to existing grooves when the surface of the pavement was wet as the test speed increased in the dry state. In addition, after trapezoidal-shaped grooves was installed on the RWY 16R/34L of Incheon Airport, the friction coefficient was 0.84, which satisfies the design level of the new runway surface of 0.82 at the test speed.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.106-106
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• 2016

매립공사시 매립토의 유실로 인한 공사기간의 지연, 공사비 증액 등이 발생할 수 있다. 이에 대한 정량적인 예측은 매우 중요하나, 그에 대한 연구는 상대적으로 미비하다. 본 연구에서는 매립토의 유실은 유입된 유사와 호안 표면의 유사가 흐름에 의해 공사구간을 빠져나간 양이라 정하였다. 매립공사에서 유실량의 산정은 매립물량 산정과 직결되며 이는 경제성 부분에서 매우 중요하다. 그러나 국내에서는 경험에 의존한 유실율을 기준으로 매립물량을 결정하고 있는 실정이고, 현장계측으로도 유실량을 정량적으로 판단하기 쉽지않다. 따라서 본 연구에서는 호안 주변의 흐름 특성을 고려한 매립토의 유실량을 정량적으로 평가하기 위한 방안으로 실험적 연구를 수행하였다. 수리실험은 길이 13.0 m, 폭 5.0 m의 직사각형 단면의 광폭 수로에서 수행하였으며 일정한 양의 유사를 유입하기 위해 자체 제작한 유사공급장치를 사용하였다. 매립토의 특성을 고려하기 위하여 일반모래($d_{50}=0.621mm$, SG=2.72)와 안트라사이트($d_{50}=1.547mm$, SG=1.61) 두 가지 유사를 사용하였고, 매립토 유실요인 중 흐름특성에 의해 외부로 유실되는 양을 보다 명확히 규명하기 위해 유사를 유입하기 전과 후의 양을 각각 직접 채취하는 원시적인 방법과 3D 스캔을 통한 방법을 이용하여 평가한 유실율과 비교 검토해 보았다. 두 가지 방법에 대한 상대오차는 최대 3.12%로 나타났다. 흐름조건에 따른 매립토의 유실율은 살펴보면 두 가지 유사 모두 한계유속(Vc)을 넘어서는 순간, 급격히 유실율이 증가하였고, 일반모래는 약 10 % 안트라사이트는 약 30%로 각각 나타났다. 향후 매립토의 특성인자의 영향을 명확하게 구분하기 위해 다양한 매립토를 활용하여 보다 많은 조건하에서 실험을 수행한다면 매립토의 유실량 산정의 정확성을 높일 수 있을 것이라 기대된다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.5D
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• pp.849-859
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• 2006

Earnings of domestic enterprises are expected a serious damage because the lowest cost bid system and the current cost estimate system. In 2005 average successful bid rate for the lowest cost bid project is below 60%, this is not reach at the operating budget of enterprise. Many problems such as illegal construction, low price subcontract, chain enterprise loss com in to practice because of low successful bid rate. In addition earnings of the enterprises expected to be the minimum, because of enlarge execution of the current cost estimate system. This study tries to lend assistance by giving alternative for the construction enterprise by presenting the bid system, investigate and compare foreign system with domestic and analyze correlation of the lowest cost bid and the current cost estimate system.

• 월간 기계설비
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• no.4 s.201
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• pp.42-48
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• 2007

동부그룹의 모체인 동부건설(주)은 1969년 창립되어 경제개발 초기 열악했던 사회간접자본 확충을 위한 도로건설 등 토목공사에서 시작,1970년대 사우디아라비아의 중동건설 시장에 선발주자로 진출, 각종 대형공사를 성공적으로 수행함으로써 중동 성공신화를 창조했다. 동부건설(주)은 "고객에게 신뢰받는 초우량 건설·물류회사"로 도약을 위해 외부적으로 브랜드파워 강화를 통한 수주역량 강화, 내부적으로 우수한 인재와 탁월한 시스템, 진취적인 기업문화를 근간으로 경영혁신 현업화 성장의 기틀 마련에 초점을두고 있다. 2005년 공공수주 1조원 달성, 업계 4위에 오른 성과와 경쟁력을 바탕으로 올해 관급공사 턴키수주와 대안입찰 경쟁력 강화를 위해 오늘도 박차를 가하고 있다.

• 한국지형공간정보학회:학술대회논문집
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• 2003.09a
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• pp.195-199
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• 2003

대규모 토목공사에서 토량환산계수는 공사물량 및 공사비에 미치는 영향이 크므로 합리적인 토량환산계수의 설계가 요구된다. 그러나 토량환산계수의 산정에 있어서 선정시험에 의한 결과치가 아닌 통상적으로 사용하고 있는 설계기준서에 제시된 값을 적용함으로써 정확한 잔토 및 부족토량의 산정에 있어서 많은 어려움이 따르며, 이러한 경우 현장여건에 적합한 대규모 현장시험을 실시하여 토량환산계수를 산정하는 것이 바람직하다. 또한 대규모 현장시험에 있어서 굴착부분의 체적은 토량환산계수 산정에 있어 매우 중요한 요소가 된다. 따라서, 본 연구에서는 대규모 현장을 대상으로 절 성토부 풍화암의 굴착부분의 체적을 정확히 산정하기 위하여 수치사진측량기법을 적용하였으며, 이를 Total Station에 의한 측량방식과 비교 분석하였다. 그 결과, 교차에 대한 상대정확도는 평균 0.5%로 산출되었으며, 체적에서 0.5%의 상대정확도는 길이 측정에서 0.17% 상대정확도에 해당되므로 정확한 측량이라 판단된다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.5D
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• pp.839-848
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• 2006

Korea has become the 5th country to own and operate the high speed railroad in 2004. However, there were many difficulties until Koreans enjoy the first bullet train service with the average hourly speed of 300km. The high speed railroad requires elevated quality standards differently from the traditional railways. In addition to the technical difficulties, the construction project itself was an unpleasant case with huge delays and cost overruns mainly due to the lack of experiences, deficiency of owner$^{\circ}{\O}$s role, and increase of public resistances triggered by environmental concerns. This paper analyzes the reasons for delays on this mega-project. With respect to the characteristics of the whole project level, it is very complicated/linear project, whose total length is around 412 km with the composition of various sections in the route of the railway which have basically different conditions. For that reason, the analysis is performed in both macro and micro level. First, macroscopic analysis is performed to find critical subdivisions in the railway route that induces the significant delay in the opening due date. Then, microscopic analysis is followed to quantify the causes and effects of delays focused on these critical subdivisions in more detailed way. Finally, this paper provides lessons learned from this project to avoid the decisive delays in performing the similar large-scaled projects.

• Landscaping Tree
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• s.127
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• pp.58-61
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• 2012

조경작업은 그 규모가 크고 작건 간에 지반 정리 등 토목공사 외에 바닥, 돌담, 울타리, 연못-분수 설치작업이 병행된다. 물론 식물 식재가 중요한 부분이다. 식재된 식물이 주변 환경과 잘 어울리고 더 빛을 발하기 위해서는 이 같은 다양한 조경 요소가 잘 조화를 이뤄야 한다. 여기에 조각품이나 미술품 등 각종 조형물이나 물레방아, 석등, 정자, 누각, 벤치 등이 함께 어울러질 경우 하나의 예술작품으로 승화된다.