한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2008년도 추계 학술발표회
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- Pages.1673-1677
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- 2008
대나무매트의 격자크기에 따른 보강효과 및 지반 파괴형상 파악을 위한 모형시험
A strengthening effect based on a grid size of a bamboo-mat and a model-test for the understanding on ground failure.
- Lee, Ji-Hun (Dept. of Civil Engineering, Chonnam National University) ;
- Kim, Seung-Gon (Dept. of Civil Engineering, Chonnam National University) ;
- Kim, Woo-Jin (Dept. of Civil Engineering, Chonnam National University) ;
- Kim, Jong-Ryeol (Dept. of Civil Engineering, Chonnam National University) ;
- Kang, Hee-Bog (Dept. of Civil and Environmental Engineering, Hanyeong College)
- 발행 : 2008.10.10
초록
A method of construction with a basis treatment that uses a latticed bamboo mat puts bamboo's peculiarity and bamboo mat's bending substance to use, and a latticed bamboo mat equally distributes to embankment loading in a basis ground. Therefore it prevents ground destruction by an ill-balanced load and an irregular ground subsidence, and it makes safety system. This investigation make progress a soil box model by a dredged reclamation ground of west and south sea at domestic area, and make a comparative study and analyze the strengthening effect based on a grid size of a bamboo-mat and ground failure that it will use in the field.