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
- 2014.9
- 수록면
- 139 - 142 (4page)
이용수
초록· 키워드
오류제보하기
The situation that has emerged recently as the mid-priced urban drainage tunnel blockage and maintenance costs are reduced tunnel functions as a measure of the stability problem in the numerical analysis in this study a three-dimensional numerical analysis of seepage analysis results permeability weep hole the smaller the tunnel periphery showed that the pore pressure is increased, the permeability coefficient was estimated based on the amount of data inversion weep hole blocked the delivery of a measured result in the destination tunnel, 1×10<SUP>-5</SUP>m/s∼1×10<SUP>-6m</SUP>/s was found in the range. Seepage analysis in accordance with the length and spacing of the longer the weep hole result to the length, the smaller the interval is increased to a multiple capacity exhibited reduced tunnel portion side wall Heaven, and pore pressure, to prevent a phenomenon in which the residual pressure is increased weep hole clogging suppression is important.
목차
SYNOPSIS
1. 서론
2. 수치해석 방법
3. 수치해석 응력-간극수압 연계 해석 결과
4. 결론
References
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UCI(KEPA) : I410-ECN-0101-2015-530-002798263