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
- 2013.4
- 수록면
- 17 - 21 (5page)
이용수
초록· 키워드
오류제보하기
A vacuum pressure method has been developed to solve many problems in the conventional surcharge method such as embankments, and increased to the applied case in the country. Recently, to control target settlements in the field, there have been many studies to comparing settlements between vacuum pressure method and surcharge load method in the same conditions. In this study the settlement characteristics of soil subjected to vacuum pressure and surcharge pressure are discussed. The results indicate that if the vacuum pressure is applied to improve soft ground, there will be inward lateral displacement and the vacuum pressure will induce generally less settlement than a surcharge load of the same magnitude. The range of settlement reduction ratio is 0.54~0.67 based on Hooke’s law, 0.91 based on field cases, 0.75 based on theory of elasticity and coefficient of volumetric compressibility and 0.77~0.93 in case of recently applied cases in the thick soft ground.
목차
SYNOPSIS
1. 서론
2. 침하저감의 이론적 배경과 문헌검토
3. 사례분석
4. 결론
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UCI(KEPA) : I410-ECN-0101-2014-530-003560690