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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
- 2014.4
- 수록면
- 103 - 106 (4page)
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초록· 키워드
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This paper presents the vertical and horizontal deformation of reinforced steep slope due to vertical load in experimental test. The facing wall behavior of steep slope which was built by weathered soil and river sand as backfill material were compared according to the difference between concrete block and soil improvement material for facing rigidity. The laboratory model tests are performed to four types of native soil, geogrid reinforcement, soil improvement material and concrete block with geogrid. As a result of laboratory model test, soil improvement material as the facing wall was as good as concrete block, and effective on the vertical and horizontal deformation for a steep slope wall.
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SYNOPSIS
1. 서론
2. 실내모형시험에 사용한 재료의 특성
3. 실내 모형시험
4. 결론
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UCI(KEPA) : I410-ECN-0101-2015-530-001621529