유기질층을 포함한 고소성 실트질 연약지반의 침하 예측

• 영문명: Prediction of Settlement for the Highly Plastic and Silty Soft Ground Contained of the Organic Deposits
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo, Nam-Jae) 김겸(Kim, Kyum) 유창선(Yoo, Chang-Sun)
• 간행물 정보: 『산업기술연구』vol.31, 91~98쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2011.09.30

영문 초록

In this thesis, from the results of settlement measurement performed at the site where embankment earthwork was carried out on the ground consisting of highly plastic and silty soft soils interlayered with organic deposits, various methods of predicting the embankment settlement such as Hoshino s method, Asaoka s method, hyperbolic method, √s method and Monden s method were used to investigate their applicability and the inverse method of finding the soil parameter related to consolidation was used to predict the consolidation behavior in the future. It was confirmed that reliable prediction of consolidation behavior under various conditions could be done to estimate soil parameter related to consolidation such as the consolidation index and consolidation coefficient by the inverse method of comparing the measured settlement with the predicted value by the settlement prediction methods.

목차

1. 서론

2. 이론적 배경

3. 지반조사와 침하 계측

4. 침하예측 및 분석

5. 역해석에 의한 압밀정수 재산정

6. 결론

키워드

유기질토 연약지반 침하예측 organic soil soft ground prediction of settlement