단말뚝 거동에 관한 원심모형실험

• 영문명: Centrifuge Model Experiments on Behaviors of Single Pile
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo Nam Jae) 이명욱(Lee Myeung Woog) 이종호(Lee Jong Ho)
• 간행물 정보: 『산업기술연구』vol.17, 111~118쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1997.09.30

영문 초록

This thesis is an experimental research of investigation behavior of single pile, subjected to the vertical compression loads, using the centrifuge facility located in the geotechnical engineering laboratory in Kangwon National University. Centrifugal model experiments of model pile were carried out changing diameter of model pile, relative density of sandy ground and the gravitational level applied in the centrifuge. Thus, their effects on the load-settlement behavior and the ultimate bearing capacity of pile were investigated. Experimental results obtained from centrifuge model tests were compared with the theoretical or semi-empirical equations to analyze values of ultimate bearing capacity of model pile. When we compare the ultimate bearing capacity of experimental results with the ultimate bearing capacity of theorical results, the experimental results appear more higher in the De Beer method and Meyerhof. Expecially, Terzaghi method is very same as the experimental results normally.

목차

ABSTRACT

1. 서론

2. 이론적 연구

3. 실험방법

4. 실험결과

5. 결론

참고문헌