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
- 2014.11
- 수록면
- 117 - 120 (4page)
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초록· 키워드
오류제보하기
Through seismic method of soil structure, excellence of reinforced earth retaining wall was reported by Tatsuoka. According to his case study, most gravitational walls were great damaged and were destroyed after Kobe earthquake of 1995, whereas reinforced earth retaining wall was relatively immune to the earthquake. Existing reinforced retaining wall is reported stronger than gravitational wall in seismic. But the studies of seismic characteristics of reinforced retaining wall has left much to be desired. Therefore, this study researched about occurred characteristics of fracture plane of reinforced retaining wall during an earthquake by conducting seismic analysis to the same Section after conduct static analysis which was proposed for the method of reinforced retaining wall by FHWA(2003).
목차
SYNOPSIS
1. 서론
2. 보강토 옹벽의 지진 시 거동특성
3. 해석방법
4. 해석결과
5. 결론
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UCI(KEPA) : I410-ECN-0101-2015-530-002830617