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
- 학술대회자료
- 저자정보
- 발행연도
- 2011.4
- 수록면
- 37 - 41 (5page)
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초록· 키워드
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In recent, the propose of improvement is to obtain high strength in short term. Especially, In the construction on low strength and high compressible soft ground, the many problem is occurred in recent. This paper based on the uniaxial compression test and consolidation testing using marine clay which exists on disturbed condition, to estimate effect of improvement.
In this study, the uniaxial compression test is experimented with cement stabilizer to estimate the characteristics of strength. The stabilizer is manufactured with various mixing ratio(2%, 4%, 6%, 8%) and curing period(7 day, 14 day, 21 days, 28 day).
The result of uniaxial compression test for clay witch mixed cement and natural soil stabilizer (N.S.S), the optimal mixing ratio to obtained suitable strength is about 4～6% and the curing period is 14 days.
In this study, the uniaxial compression test is experimented with cement stabilizer to estimate the characteristics of strength. The stabilizer is manufactured with various mixing ratio(2%, 4%, 6%, 8%) and curing period(7 day, 14 day, 21 days, 28 day).
The result of uniaxial compression test for clay witch mixed cement and natural soil stabilizer (N.S.S), the optimal mixing ratio to obtained suitable strength is about 4～6% and the curing period is 14 days.
목차
개요(SYNOPSIS)
1. 서론
2. N.S.S.(Natural Soil Stabilizer)의 특징
3. 연구방법
4. 시험결과
5. 결론
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UCI(KEPA) : I410-ECN-0101-2013-532-000581637