지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2012.11
- 수록면
- 69 - 74 (6page)
이용수
이 논문의 연구 히스토리 (3)
2013
- 이 논문의 후속연구가 궁금하신가요?
- 연관 학술논문 또는 학술발표를 통해 보다 발전된 연구결과를 확인하실 수 있습니다.
- 이 논문의 연구 히스토리 확인하기
초록· 키워드
오류제보하기
The conventional soil nailing system may result in excessive deformations particularly in an excavation zone of the existing weak subsoils. Pre-tensioning the soil nails then, could play important roles to reduce deformations mainly in part of the nailed-soil excavation system as well as to improve local stability. Moreover, soil nails are installed underneath roads, underground structures, and subway structures, thereby resulting in difficulties in nail removal after completion of temporary soil nailed walls. Hence, to date, in order to solve the technical difficulties and avoid legal issues related to the construction of soil nails underneath the surrounding areas and structures, the removable soil nailing system has been developed and used. Therefore, a new soil nailing technique called Removable Post-tensioned Soil Nailing(RPSN) system has been developed in the current study. In this study, an investigation of the RPSN system has been conducted by carrying out field measurement. Hence, the RPSN system can reduce ground displacement and enhance stability of the soil nailed walls.
목차
SYNOPSIS
1. 서론
2. 제거식 포스트텐션 쏘일네일
3. 현장 적용사례 분석
4. 결론 및 제언
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UCI(KEPA) : I410-ECN-0101-2014-532-000911048