Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2009.03a
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- Pages.896-901
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- 2009
Development of Removable Soil Nail
제거식 쏘일 네일 개발 및 성능 평가
- Kim, Nak-Kyung (Dept. of Civil & Environmental Engineering, SungKyunKwan Univ.) ;
- Kim, Sung-Kyu (Dept. of Civil & Environmental Engineering, SungKyunKwan Univ.) ;
- Kim, Ung-Jin (Dept. of Civil & Environmental Engineering, SungKyunKwan Univ.) ;
- Kim, Woong-Kyu (Housing Construction Team(Civil), Samsung Engineering & Construction) ;
- Cho, Kyu-Wan (Housing Construction Team(Civil), Samsung Engineering & Construction) ;
- Sin, Sang-Hoon (Hyochang Engineering Co. Ltd.)
- 김낙경 (성균관대학교 건설환경시스템공학과) ;
- 김성규 (성균관대학교 건설환경시스템공학과) ;
- 김웅진 (성균관대학교 건설환경시스템공학과) ;
- 김웅규 (삼성건설 주택사업팀 토목파트) ;
- 조규완 (삼성건설 주택사업팀 토목파트) ;
- 신상훈 ((주)효창이앤지)
- Published : 2009.03.27
Abstract
A Soil Nail is a structural element which provides load-transfer to the ground in excavation reinforcement applications. The nail may simply consist of a steel tendon, but most commonly the tendon is encapsulated in a cement grouted body to provide corrosion protection and improved load- transfer to the ground. For temporary excavation support in a congested urban area, the steel bar of Soil Nails should be removed to get permission of the private land to install Soil Nails. Several removable nail systems were developed and evaluated by pull-out load tests. The Soil Nail pull-out tests were performed on five nails installed in soft and hard rock at a 00 housing-redevelopment area in seoul. Two nails are plastic socket type and two are complex socket type mixed steel and plastic. The nail was 0.1mm in diameter, 4m long. In this study verification tests, and steel bar removing tests of plastic socket type nails and complex socket type nails were performed and presented.