Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
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A Case Study on Collapse and Reinforcement of Cut-slope in Gyeong-Nam Dae-Hap

경남 대합지구 절취사면의 붕괴 및 보강대책에 관한 사례연구

  • 이진권 (국립 창원대학교 공과대학 토목공학과) ;
  • 박춘식 (국립 창원대학교 공과대학 토목공학과) ;
  • 장정욱 (국립 창원대학교 공과대학 토목공학과)
  • Published : 2006.03.24
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Abstract

The objective of this study is to acquire stabilization of collapse of cut-slope in Chang-Nyung, Gyeong-Nam. The following shows the results of this study. We applied a reinforcement method with the latticed beam $(0.50\times0.50)$ + permanent anchor($PC\;6\times\phi12.7mm$, Ta = 50.0t/EA, etc 3.0m), and fill gravels(D=35cm) in the latticed beam. We attenuated the slope (1:2.0), and stabilized the slope pace by ASANA method. We planned a drainage way(U-type, $0.40\times0.40$) in order to prevent surface water from inflowing into underground.

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