• Title/Summary/Keyword: domestic old tunnel

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A Case Study on Deformation Conditions and Reinforcement Method of Cavity behind the Lining of Domestic Old Tunnel (국내 재래식 터널의 변상현황과 배면공동 보강 사례연구)

  • Kim, Young-Muk;Lim, Kwang-Su;Ma, Sang-Joon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1343-1350
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    • 2005
  • In this study, the whole deformation conditions of domestic old tunnels and reinforcement methods for deformation tunnels were investigated and analysed, and the present conditions, occurrence cause and reinforcement methods of cavity behind the tunnel lining were investigated and analysed comprehensively. The deformation causes of domestic old tunnels could be classified in three kinds : change of earth pressure operating tunnel ground, material problem of concrete lining, mistake of design and construction. As a result of analysis, the tunnel deformation was occurred by not specific cause but various cause As a result of investigation for 455 domestic tunnel data, more than 70% of the tunnel deformation was related to leakage and the other deformation cause also accompanied leakage mostly. An applied reinforcement method was related to leakage and flood prevention measures, but application of reinforcement method for boundary area between tunnel and ground and tunnel periphery which influence on the tunnel stability was still defective. The cavity of domestic old tunnel occupied about 16% of the total tunnel length and about 68% of cavity was located in the crown of tunnel, and besides, the occurrence cause of cavity was analysed to design, construction and management cause. The filling method for cavity using filling material was comprehensively appling to cavity behind tunnel lining.

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Review of Ancient Wisdom of Qanat, and Suggestions for Future Water Management

  • Taghavi-Jeloudar, Mohsen;Han, Mooyoung;Davoudi, Mohammad;Kim, Mikyeong
    • Environmental Engineering Research
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    • v.18 no.2
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    • pp.57-63
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    • 2013
  • Arid areas have a significant problem with water supply due to climate change and high water demand. More than 3,000 years ago, Persians started constructing elaborate tunnel systems called Qanat for extracting groundwater for agriculture and domestic usages in arid and semi-arid areas and dry deserts. In this paper, it has been demonstrated that ancient methods of water management, such as the Qanat system, could provide a good example of human wisdom to battle with water scarcity in a sustainable manner. The purpose of this paper is twofold: Review of old wisdom of Qanat-to review the history of this ancient wisdom from the beginning until now and study the Qanat condition at the present time and to explore why (notwithstanding that there are significant advantages to the Qanat system), it will no longer be used; and suggestions for future water management-to suggest a number of new methods based on new materials and technology to refine and protect Qanats. With these new suggestions it could be possible to refine and reclaim this method of extracting water in arid areas. Also, a new multi-purpose water management model has been introduced based on rainwater infiltration management over the Qanat system as the model can be applied either in dry or wet cities to solve current urban water problems.

Application of Fuzzy Reasoning Method for Prediction of Subsidence Occurrences in Abandoned Mine Area (폐광산 지역에서의 지반침하예측을 위한 퍼지추론기법 적용 연구)

  • Choi, Sung-O.;Kim, Jae-Dong;Choi, Gwang-Su
    • Tunnel and Underground Space
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    • v.19 no.5
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    • pp.463-472
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    • 2009
  • Many old domestic mines were excavated with the room and pillar method or the sublevel caving method and they involve the great possibility of surface subsidence, especially in the shallow depth mines. In most of these cases, the mine roadways and openings are very irregular in shape and the information about the local geology is uncertain. Consequently it is not simple to standardize the estimation method for the possibility of subsidence, especially the sinkhole subsidence. In this study, the fuzzy reasoning method has been applied for development of estimating the possibility of subsidence occurrence in abandoned mine area. This method has the advantage in producing the reliable estimation results with a simple performance procedure even when the precise information on the local geology and mining conditions is rare. For the verification of applicability of this method, the developed method has been applied to Kumho mine in Bonghwa, Kyungbook province and the Choong-ju mine in Iryu, Choongbook province where the surface subsidence occurred already.