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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2013.4
- 수록면
- 63 - 66 (4page)
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초록· 키워드
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Static load tests were performed to evaluate yield and ultimate loads of reinforced railroad subgrade built on Uiwang experiment site of KRRI(Korea railroad research institute). Two plate load tests were done with the size of 2×3m of rectangular plate. The maximum applied pressure was 1.0㎫(the maximum applied load was 6000kN), which corresponds to 20 times of the design load of railway subgrade(50㎪). It was evaluated that the bearing capacity, settlement behavior and horizontal displacement of wall engineering performance of reinforced railroad subgrade under train load. With those performance test, we conclude that the bolt type connections between rigid wall and steel mesh to cover backfill could be used for reinforced railroad subgrade.
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SYNOPSIS
1. 서론
2. 시험 장치 및 절차
3. 시험결과
4. 결론
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UCI(KEPA) : I410-ECN-0101-2014-530-003560796