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
- 2011.11
- 수록면
- 219 - 227 (9page)
이용수
초록· 키워드
오류제보하기
Large scale model tests were carried out to investigate load transfer mechanisms and to consider the behavior of earth pressure in segmental retaining walls which have reinforcement with extensional geogrid and non reinforcement. Static and dynamic loading on model tests were performed using a full scale model wall that involves an earth retaining wall fully reinforced with geogrid. The reinforcement samples were 2.6 m high, 5.0 m wide, and 6.0 m long. The reinforced retaining walls were also tested for comparison by no reinforcement. The test results showed that the measurements of earth pressure at the fully reinforced retaining wall were different from those for the partly reinforced retaining wall. The analyses of these results suggest that the use of geogrid reduced vertical earth pressure. The use of reinforced retaining structure for railway roadbed is therefore recommended.
목차
ABSTRACT
1. INTRODUCTION
2. TEST EQUIPMENT AND METHODS
3. TEST RESULTS AND DISCUSSION
4. CONCLUSION
REFERENCE
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UCI(KEPA) : I410-ECN-0101-2013-532-001119346