• Title/Summary/Keyword: 지하공사

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지하건설과 작업환경

  • Nam, Gi-Cheon
    • Journal of the Korea Construction Safety Engineering Association
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    • v.1 no.2
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    • pp.45-50
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    • 1991
  • 지하건설의 확충과 함께 터널 굴착기술의 향상과, 각종 공사용 기계의 개발, 도입에 의해 효율화도 진전되고, 능률과 안전면에서도 최근 큰 발전이 이루어져 대규모 터널공사와 지하공사의 건설이 활발하게 이루어지고 있다. 지하건설에 관련된 작업자의 건강에 대한 관심은 매우 높아지고, 건설공사현장에 있어서는 이러한 작업환경, 건강장해의 방지대책이 중요한 과제가 되고 있다.

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The Economic Impact of Excavation Work Failure on a Construction Project (터파기 공사 사고가 공사에 미치는 경제적 영향)

  • Go, Kwang-Ro;Lee, Ghang
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.643-646
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    • 2007
  • As increase of the land price at downtown area, it makes people more and more interested of improving the space utilization such as makes buildings bigger, deeper and higher. Therefore, the importance of the underground construction which is the basic principle has been increased. As constructors have to complete underground construction as soon as possible with the minimum costs, they concentrate on the whole process of underground structure. Although they makes every these efforts, construction failure still happen because of the uncertainty of the condition of soil and the unexpected danger of underground construction. To make matter worse, there are only some examples without detailed information like 'how much this breakdown damage to the construction?' so it is the anther problem that most of people doesn't recognize the economical negative impact of underground structure breakdown. This report would make people understood the importance and risk of the underground construction by showing some analysis which was assumed from the real accidents.

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Case Study on the Improvement of Underground Building Works through the VE (VE 적용에 의한 지하 골조공사 개선연구)

  • Hong Jae-Wook;Kim Sun-Kuk;Lee Jong-Kook
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.3 s.19
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    • pp.106-113
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    • 2004
  • Most construction project managers should focus on the reasonable cost-down with same quality and function-enhancement with same cost for the value-added construction project delivery in construction industry. Especially, a building structure construction is one of the most important processes to affect the total cost and schedule in building construction project. It means that the process has the possibility of project cost-down or quality-enhancement among the whole project life-cycle. This research focuses on the importance of underground structure of building project by increasing underground use ratio in the urban building construction projects nowadays. This research adopts VE method for the improvement of cost and time by process and analysis dimension modeling on the underground building structure construction, and verifies it throughout the case study, This research is the basic study on the improvement of underground building works through the value engineering method in construction industry.

Behavior Case Study of Temporary Structures during Underground Extension Work by Field Measurement (현장계측을 통한 지하증축공사 중 가설구조물의 거동 사례연구)

  • Kim, Uiseok;Min, Byungchan;Kang, Minkyu;Kim, Dongkwan;Choi, Hangseok
    • Journal of the Korean GEO-environmental Society
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    • v.21 no.8
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    • pp.5-13
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    • 2020
  • During the construction of underground space expansion of old facilities, it is necessary to secure temporary residence space for existing residents as well as noise and vibration issues during construction, and in the case of commercial, industrial, and social use, damage is expected from suspension of the use of facilities. There is a need for a technology that minimizes noise and vibration during underground expansion, enabling the use of existing facilities even during construction. In this study, a practical underground extension model is proposed by analyzing the behavior of the temporary structure and the surrounding ground as a result of measurement at each construction stage for a actual construction site. In order to solve the problems that occurred during construction, the basement slabs were placed in advance after the initial excavation. The measurement results (building inclinometer, crack measurement system, structure inclinometer and surface settlement meter) at the site were reviewed to analyze the behavior of the temporary structure and surrounding ground. As a result, it was confirmed that the inclinometer of the building and the structural inclinometer showed a tendency that the displacement after the slab line was placed was reduced or converged. The placement of basement slabs during underground extension not only relived the noise and vibration problems during construction, but also secured the stability of structures.

Proposal of allowable prediction error range for judging the adequacy of groundwater level simulation results of artificial intelligence models (인공지능 모델의 지하수위 모의결과 적절성 판단을 위한 허용가능 예측오차 범위 제안)

  • Shin, Mun-Ju;Ryu, Ho-Yoon;Kang, Su-Yeon;Lee, Jeong-Han;Kang, Kyung Goo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.449-449
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    • 2022
  • 제주도는 용수의 대부분을 지하수에 의존하므로 지하수위의 예측 및 관리는 매우 중요한 사항이다. 제주도의 지층은 화산활동에 의한 현무암이 겹겹이 쌓여있는 형태를 나타내며 육지의 지층구조와 매우 다른 복잡한 형태를 나타낸다. 이에 따라 제주도 지하수위의 예측은 매우 난해하며, 최근에는 딥러닝 인공지능 모델을 활용하여 지하수위를 예측하는 연구사례가 증가하고 있다. 기존의 연구들은 인공지능 모델들이 지하수위를 적절히 예측한다고 보고하고 있으나 예측의 적절성에 대한 판단기준을 제시하지 못하였으므로 이에 대한 명확한 제시가 필요하다. 본 연구의 목표는 인공지능을 활용한 지하수위 예측오차가 허용 가능한지 판단할 수 있는 기준을 제시함에 있다. 이를 위해 전 세계의 과거 20년 동안 관련 연구결과들을 수집 및 분석하였으며, 분석 결과 인공지능 모델의 지하수위 예측오차는 지하수위 변동성이 큰 지역일수록 증가하는 것을 확인하였다. 이것은 지하수위의 변동형태가 크고 복잡할수록 인공지능 모델의 지하수위 예측성능은 낮아진다는 것을 의미한다. 이 관계를 명확하게 나타내기 위해 지하수위 최대변동폭과 평균제곱근오차 및 최대오차와의 관계를 선형회귀식으로 도출하여 허용가능한 예측오차 기준을 제시하였다. 그리고 기존 연구들에서 제시한 Nash-Sutcliffe 효율성지수와 결정계수를 분석하여 선형회귀식에 의한 기준을 보완할 수 있는 추가적인 기준을 제시하였다. 본 연구에서 제시한 인공지능 모델에 의한 지하수위 예측결과의 적절성 판단기준은 향후 지속적으로 증가하는 인공지능 예측연구에 유용하게 사용될 수 있다.

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