모래층 지반 안벽구조물의 탄성침하거동 연구

• 영문명: A Study on Behavior of Elastic Settlement of Coastal Structure on Sandy Ground
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo Nam Jae) 전상현(Jun Sang Hyun) 전진용(Jeon Jin Yong)
• 간행물 정보: 『산업기술연구』vol.27, 201~208쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2007.09.30

영문 초록

This paper is research results of investigating the elastic settlement behavior of the coastal caisson structure built on the sandy deposit by comparing results of centrifuge model experiments and those of existing methods of estimating elastic settlement. Basic soil property tests such as specific gravity test, grain size distribution test and organic content test with disturbed soil sampled from the site were carried out. The centrifuge experiment of model satisfying the required design criteria was performed under 50 of artificial accelerated gravitational force condition. The Centrifuge model experimental results were compared and analyzed with the current methods of estimating settlement based on the elastic modulus obtained from the results of odeometer tests and empirical methods from literature reviews.

목차

Abstract

1. 서론

2. 이론적 베경

3. 시험 방법

4. 원심모형실험

5. 시험결과 분석

6. 결론

참고문헌

키워드

탄성침하 모래기초 안벽구조물 원심모형시험 Elastic settlement Sandy ground Coastal structure Centrifuge model test