준설매립토지반의 압밀침하량 예측

• 영문명: Prediction of Consolidational Settlement of Dredged and Reclaimed Ground
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo Nam Jae) 박병수(Park Byung Soo) 정길수(Jeong Gil Soo)
• 간행물 정보: 『산업기술연구』vol.21, 321~331쪽, 전체 11쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2001.09.30

영문 초록

For soils with high void ratios, the inverse method of utilizing results obtained from centrifuge model test was used to find the constitutive relation of effective stress - void ratio - permeability whereas conventional oedometer test and constant rate of strain consolidation test were also used to fine its relation at ranges of relatively low void ratio. Results of column test about settlement of interface and pore pressure and distribution with time were compared with numerically estimated values to confirm such a constitutive relation as obtained from the inverse method. Consolidational settlement in dredged and reclaimed ground, where the consolidation was in progress, was predicted by using the numerical technique implemented with the finite strain consolidation theory.

목차

Abstract

1. 서론

2. 유한변형률 압밀이론

3. 실험 및 결과분석

4. 결론

참고문헌

키워드

준설매립토 압밀 원심모형실험 유한변형률압밀 역해석기법 Dredged and Reclaimed Soil Consolidation Centrifuge Model Test Finite Strain Consolidation Theory Inverse method