역 T 형 옹벽에 작용하는 연직토압분포

• 영문명: Vertical Earth Pressure Distribution on Cantilever Retaining Wall
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Nam Jae Yoo) 이명욱(Myeung Woog Lee)
• 간행물 정보: 『산업기술연구』vol.16, 181~189쪽, 전체 9쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1996.09.30

영문 초록

Centrifuge model tests of cantilever retaining wall were performed to investigate the vertical stress distribution due to selfweight of backfill material. Model tests were carried out to find the effect of arching action on vertical stress distribution by changing the roughness of rigid boundary slope and the distance between retaining wall and boudary slope. A reduced scale model of cantilever retaining wall was made with concrete and Jumunjin Standary Sand with 80% of relative density was used as foundation and backfill material. Centrifuge tests were performed by increasing g-level up to 40 g with measuring vertical stress induced by selfweight of backfill material. Test resutls on vertical stress distribution were analyzed and compared with results of Silo theory.

목차

ABSTRACT

1. 서론

2. 기존 이론의 고찰

3. 실험

4. 실험 결과분석

5. 결론

참고문헌