- 영문명
- A study on factors influencing to coefficient of consolidation in horizontal direction
- 발행기관
- 강원대학교 산업기술연구소
- 저자명
- 김창섭(Kim Chang Seop) 박병수(Park Byung Soo) 유남재(Yoo Nam Jae)
- 간행물 정보
- 『산업기술연구』vol.28, 81~89쪽, 전체 9쪽
- 주제분류
- 공학 > 공학일반
- 파일형태
- 발행일자
- 2008.09.30
국문 초록
영문 초록
This paper is results of investigating the dominant factors influencing to coefficient of consolidation in horizontal direction of Korean marine days and their correlations through literature review. From the results of analyzing data obtained from field tests such as piezocone penetration and dilatometer tests as well as laboratory tests, coefficient of consolidation in the horizontal direction was found to increase with increase of stiffness index of soil while it decreases with the increase of dissipation time of pore pressure developed during field tests. In general, the coefficient of consolidation in the horizontal direction tends to increase with increase of undrained shear strength and preconsolidation pressure although correlation between them are relatively low. Friction ratio has a high correlation with coefficient of consolidation in the horizontal direction in case of friction ratio being greater than 1.0. For methods of estimating coefficient of consolidation in the horizontal direction with different testing device, values obtained from methods of P2-logt and DMT-A with dilatometer were quite similar to values from piezocone penetration test. Consistency of soil is quite proportional to coefficient of consolidation in the horizontal direction. Clear correlation between coefficients of consolidation in the horizontal and the vertical directions could not be found. coefficient of consolidation in the horizontal direction estimated from the results of field test tends to be 1.13~3.31 times greater than that obtained from laboratory tests.
목차
Abstract
1. 서론
2. 수평압밀계수 측정방법
3. 문헌고찰 및 분석
4. 결론
참고문헌
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