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공용중 도로하부의 굴착터널 해석 및 계측 연구

An Analytical and Experimental Study on the Mechanical Behavior of Excavating Turnels beneath the Roadway

  • 정광모 (한국교통대학교 안전공학과 대학원) ;
  • 방명석 (한국교통대학교 안전공학과)
  • Chung, Kuang-Mo (Department of Safety Engineering, Graduate School, Korea National University of Transportation) ;
  • Bang, Myung-Seok (Department of Safety Engineering, Korea National University of Transportation)
  • 투고 : 2012.04.19
  • 심사 : 2012.09.10
  • 발행 : 2012.10.31

초록

A turnelling work beneath roadways or railways in use is unsafe and dangerous. A turnelling method should be analytically and experimentally studied to verify stability and safety of excavating works by construction step. The conventionally analytical method was ineffective in computational time and cost, so the new analytical method named homogenuity method, was developed and verified compared with analytical results. That method was applied to parameterly study the effect of distance of steel supports and overburdening height of soil. It showed that the homogenuity method was very practical and effective in step-by-step analysis considering construction sequences. A measuring device was set at the construction field and mechanical behavior was monitored during construction. Measuring values are larger than analytical values because impact of inserting steel pipes, lowering level of underground water and vibration of passing vehicles affected soil density during construction, but those values were within allowable limits.

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참고문헌

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