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
- 49 - 52 (4page)
이용수
초록· 키워드
오류제보하기
The domestic design code of reinforced method wall is changing rapidly since 2011. However, it has not been confirmed whether the program used by engineers is possible to check according to the changed design code and the review of various conditions on site is also impossible.
This program is a module for reinforced design of SoilWorks and developed to reflect design method of FHWA, NCMA and the latest domestic code. The application for design items of impact load and pillar load has been evaluated by comparison with other program. It is considered that a review of design code is impossible using other program, but this can be done by SoilWorks RE Wall.
The reinforcing stability result according to the distance of embankment over reinforced material is compared with results from other program. It has a limitation to apply because there is no effect by distance with other program, on the other hand reasonable trends can be checked in SoilWorks RE Wall. This program will be able to check various method additionally to examine the stability in geotechnical perspective and help to the future development and research of reinforced method.
This program is a module for reinforced design of SoilWorks and developed to reflect design method of FHWA, NCMA and the latest domestic code. The application for design items of impact load and pillar load has been evaluated by comparison with other program. It is considered that a review of design code is impossible using other program, but this can be done by SoilWorks RE Wall.
The reinforcing stability result according to the distance of embankment over reinforced material is compared with results from other program. It has a limitation to apply because there is no effect by distance with other program, on the other hand reasonable trends can be checked in SoilWorks RE Wall. This program will be able to check various method additionally to examine the stability in geotechnical perspective and help to the future development and research of reinforced method.
목차
SYNOPSIS
1. 서론
2. 최신 국내외 주요 설계기준 안전율과 설치조건 조사
3. 최신 설계기준에 대한 적용성 고찰(충돌하중/지주하중)
4. 보강토 상부 성토재의 이격거리에 따른 안정성 결과 고찰
6. 결론
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UCI(KEPA) : I410-ECN-0101-2015-530-002830440