지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국지반공학회 International Journal of Geo-Engineering International Journal of Geo-Engineering 제3권 제1호
- 발행연도
- 2011.3
- 수록면
- 5 - 11 (7page)
이용수
초록· 키워드
오류제보하기
This study applied the consolidated drained triaxial compression test to three kinds of sand, including Jumunjin standard sand, in order to understand the effect of confining pressure, relative density, K0, and over consolidation ratio(OCR) on stress-strain and stress-dilatancy relations. The conclusions are summarized as follows. The peak friction angle tends to become smaller with higher confining pressure and lower relative density. The OCR and K0 showed little effect on the peak friction angle. With increased confining pressure, the volume contraction became greater, whereas the volume expansion became less. Rowe K value of all the kinds of sand showed similar values regardless of the OCR, confining pressure, K0, and relative density. The value of Rowe K is found to be similar for all three types of sand: 3.11 for the standard sand; 3.05 for Yokji sand; and 3.10 for Nakdong River sand.
목차
등록된 정보가 없습니다.
참고문헌 (0)
참고문헌 신청이 논문의 저자 정보
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2020-531-000200282