• Title/Summary/Keyword: 필러 취약부

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Numerical analysis study of reinforced method (loop type) at the double-deck tunnel junction (복층터널 분기부에서의 보강공법(루프형 강선)에 따른 수치해석 연구)

  • Lee, Seok Jin;Park, Skhan;Lee, Jun Ho;Jin, Hyun Sik
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.5
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    • pp.823-837
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    • 2018
  • Congestion of the city with the rapid industrial development was accelerated to build complex social infrastructure. And numerous structures have been designed and constructed in accordance with these requirements. Recently, to solve complex urban traffic, many researches of large-diameter tunnel under construction downtown are in progress. The large-diameter tunnel has been developed with a versatile double-deck of deep depth tunnel. For the safe tunnel construction, ground reinforcement methods have been developed in the weakened pillar section like as junction of tunnel. This paper focuses on evaluation of the effects of new developed ground reinforcement methods in double-deck junction. The values of reinforcement determined from the existing and developed methods were compared to each other by numerical simulation.

The Leakage Reduction of Natural Inorganic Powder Compound Applying Subsurface Structural Weak Part (지하구조물 취약부에 적용한 천연 무기질계 분말형 혼화제의 누수저감효과)

  • Yoon, Sung-Hwan;Seo, Hyun-Jae;Lee, Hye-Ryung;Park, Jin-Sang;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.19-22
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    • 2011
  • For underground structures that are exposed to environmental conditions, the declination of the durability of concrete occurs easily because of leakages from high hydraulic pressure and the frequent contact of water due to environmental factors. Therefore this study is to confirm that the leakage reduction of natural inorgnic powder compound applying subsurface structural weak part and make the performance improvement of concrete as an objective. The test was done by making the rebar, flat tie, nail and film infiltration and each of its water tank and cylindrical test body then after pouring water to each of the test body, the test observe the change of the water tank surface absorbed condition and leakage of each specimen with respect to time. As a conclusion, the test was observed that this water proofing admixture has better watertightness from the beginning of the setting time(when it hardens), the ettringite and the thaumasite generates a large quantity of hydration products that controls the formation in a large opening and the CSH produced by pozzolan reaction makes a dent at this opening.

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