• Title/Summary/Keyword: 터널공사

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Tunnel Cost Estimating Model Based on Standard Section and Cost Variance Index (I) - Analysis Of Critical Cost Factors - (표준단면을 이용한 터널 공사비 예측모델 개발 (I) - 공사비 영향요인 분석 -)

  • Cho, Jeongyeon;Kim, Kyong Ju;Kim, Kyoungmin;Kim, Sang Kwi
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5D
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    • pp.665-675
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    • 2008
  • The objective of this paper is to provide an approximate cost estimating model for tunnel that can be utilized both in quick construction cost estimating for design alternatives, and in evaluating efficiently the cost effects according to the environmental changes during design and construction stage. To meet this requirement, this study analyzes critical cost factors influencing tunnel construction costs. The cost factors include 7 elements such as rock drilling method, advancing method, type of detonator, loader capacity, unit weight and soil volume change factor, length of tunnel. This paper investigates the cost variance according to the change of the cost factors. The result is expected to be used in formulating approximate tunnel cost estimating model.

Study on Development for Plan Model of Tunnel construction by using Arena;on focused NATM (ARENA를 활용한 터널공사계획모델 개발에 관한 연구;NATM공법을 대상으로)

  • Lee, Si-Wook;Kim, Ok-Ki;Woo, Sung-Kwon
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.872-875
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    • 2007
  • Estimation of total construction period and cost in the early stage of the project is very important. Simulation is one of the method considering proper compound such as tools, materials for effective construction management and estimating and analysing affected factors to construction through making suitable process. This study is to develop the model by using Arena simulation considering limited facts like blast time in a subway tunnel construction of both sides inner city. Developed model is easily useful type by using Visual Basic program, and can obtain total construction period and cost as a result. It could be used as a decision making tool in early stage of the construction.

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Design of the Reinforced Concrete Lining in Bakun Diversion Tunnels (말레이지아 바쿤 가배수로 터널의 철근콘크리트 라이닝 설계)

  • 지왕률;임태정
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 1999.03a
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    • pp.9-15
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    • 1999
  • 말레이지아 보르네오섬 사라왁주의 바군 가배수로 터널(약칭 "바쿤터널")은 본 댐 공사를 수행하기 위한 배수 터널로 터널의 완공시기는 바쿤 수력발전사업의 중요한 요인이다. 터널의 라이닝작업은 터널공사의 완료 단계로 공사비와 공기 면에서 굴착 및 지보작업과 같이 중요한 단계이다. 바쿤터널은 내부 직경 12 m의 유사연장 3개의 터널로 이루어져 있으며 총길이는 4314.6 m 이다. 내공 단면은 배수시 마찰을 감소시키기 위하여 원형단면으로 설계되었다. (중략)계되었다. (중략)

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Development of Tunnel Construction Cost Model Using System Dynamics (시스템 다이내믹스를 이용한 터널공사비 모델 개발)

  • Park, Yong-Woo;Park, Hee-Sung
    • The Journal of the Korea Contents Association
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    • v.12 no.4
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    • pp.468-475
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    • 2012
  • Construction cost of tunnel is decided on construction area, site conditions, and construction methods. However, there is few research on developing models to estimate early construction costs. Therefore, this paper presents a model for early estimation tool for NATM tunnel using system thinking. The effect factors for tunnel construction cost were defined and the causal map is developed. Then empirical case analysis were performed to identify the cost difference due to tunnel length, excavation volume, and rock quality. The proposed model would be an alternative to estimate early construction cost of NATM tunnel.