• Title/Summary/Keyword: Surface collapse(Sink hole)

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Analysis on Surface Collapse of the Road NATM Tunnel through the Weathered Rock (풍화대를 통과하는 도로 NATM 터널의 천단부 함몰에 대한 연구)

  • Shin, Eun-Chul;Yoo, Jai-Sung
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.2
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    • pp.55-64
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    • 2016
  • The construction of the road NATM tunnel, which undergoes the weathered zone of the mountain, was in process with the reinforcement methods such as the rock bolt, shotcrete depositing, and the multi step grout with large diameter steel pipe. The collapse from the ceiling, and on the ground surface area(sink hole), of which were measured to be 25m from the ground surface($V=12m(W){\times}14m(L){\times}5m(H)=840m^3$), as well as excessive displacements in the tunnel, had occurred. In order to execute the necessary reconstruction work, the causes of the surface collapses were inspected through the field investigation, in-situ tests, and numerical analysis. As a result, several proper solutions were suggested for both internal and external reinforcements for the tunnel. As a result of numerical analysis, the collapsed zone of the tunnel was reinforced up to 0.5D~1.0D laterally by the cement grouting on the ground surface, 0.5D longitudinally by the multi step grout with large diameter steel pipe in tunnel. With further reinforcement implemented by rebars in lining, the forward horizontal boring was executed to the rest of the tunnel to evaluate the overall status of the tunnel face. Appropriate reinforcement methods were provided if needed.

Influence Ground Sinking with Variation of Ground Water Level (지하수위 변화에 따른 지반함몰 영향연구)

  • Kim, Suk-Ja;Jung, Kwan-Sue
    • Journal of the Society of Disaster Information
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    • v.14 no.4
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    • pp.399-408
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    • 2018
  • Purpose: Recently, the ground subsidence has caused social problem, because it occurred life and economic damage. Method: Ground subsidence is different from a sink hole. Ground subsidence occurred cavities from loss of by groundwater flow, surface layer is collapsed due to relaxation and expansion. Results: According to the survey, the caused of ground subsidence are classified as ground cavities, surrounding ground relaxation and pipe joint failure. Conclution: Cavities of ground is mainly caused by cavities formed by rainfall induced infiltration of the heavy rainfall, loss of soil due to rise and fall of ground water level and repeated sewage runoff.