상재하중에 의한 연약점토의 일차원 압밀에 관한 원심모형실험

• 영문명: Centrifuge Model Experiments on One-dimensional Consolidation of Sofr Clay with Surcharges
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo Nam Jae) 이명육(Lee Myung Woog) 이종호(Lee Jong Ho)
• 간행물 정보: 『산업기술연구』vol.17, 103~110쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1997.09.30

영문 초록

This thesis is to investigate the one-dimensional consolidation behavior of soft marine clay with uniform surcharges by performing numerical and experimental works. Parametric experimental works of centrifuge model test were carried out changing test conditions of gravitational level in centrifuge, magnitude of surcharges and construction sequence of applying surcharges. Results of centrifuge model experiments were analyzed by using the numerical technique of explicit finite difference method based on the finite strain consolidation theory, being known to be appropriate to analyze the consolidational behavior of soft clay with a very high initial void ratio using the Lagrangian and the material coordinate systems. Test result were in relatively good agreements with analyzed results in terms of excess pore pressure dissipation and consolidation settlement with time and final void ratio distribution.

목차

ABSTRACT

1. 서론

2. 실험내용

3. 실험결과 및 분석

4. 결론

참고문헌