Open Access
| Issue |
MATEC Web Conf.
Volume 246, 2018
2018 International Symposium on Water System Operations (ISWSO 2018)
|
|
|---|---|---|
| Article Number | 01121 | |
| Number of page(s) | 7 | |
| Section | Main Session: Water System Operations | |
| DOI | https://doi.org/10.1051/matecconf/201824601121 | |
| Published online | 07 December 2018 | |
- Barbetta S, Camici S, Bertuccioli P, et al. Levee body seepage: a refinement of an expeditious procedure for fragility curves and vulnerability diagrams’ assessment[J]. HYDROLOGY RESEARCH, 2017, 48(3):763–775. [CrossRef] [Google Scholar]
- CenWeijun, LiDengjun, and Haonan. Analysis of seepage and stability of embankment under coupling change of water level induced by continuous heavy rainfall [J]. Journal of Hohai University(Natural Sciences), 2016, 44 (04): 364–369. [Google Scholar]
- ChenLiangliang, ShiKebin, LiYong. Boundary Point Method for Seepage Analysis of Dam Foundation[J]. International Journal Hydroelectric Energy, 2009, 27(01): 88–89. [Google Scholar]
- ChenSiyu, GuoRui, QinBo. Causes and Characteristics of Ice Flood in Heilongjiang Province [J]. Heilongjiang Sci Technol Water Conserv, 2011, 39 (01): 198–199. [Google Scholar]
- ChenXiaowei, LeiPeng, YangXiaoya. Seepage and stability analysis of embankment based on Geo-Studio[J]. Journal of Changsha University of Science and Technology, 2015, 12(01): 63–68. [Google Scholar]
- ChenYuyao, LiShuang, LiZhijun, et al. Analysis and construction of seepage simulation model for Bacha sections [J]. Heilongjiang Sci Technol Water Conserv, 2016, 2 (07): 32–37. [Google Scholar]
- CHO S E. Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation[J]. Engineering Geology, 2012, 133/134(3):30–39. [CrossRef] [Google Scholar]
- FusaoOka, SayuriKimoto, NaoakiTakada, et al. A Seepage-deformation Coupled Analysis of an Unsaturated River Embankment Using A Multiphase Elasto-viscoplastic Theory[J]. SOILS AND FOUNDATIONS, 2010, 50(4):483–494. [CrossRef] [Google Scholar]
- LiChenliang, ShenZhenzhong, Zhanghua Wutagou flood diversion channel test section embankment seepage field analysis and seepage control research [J]. International Journal Hydroelectric Energy, 2009, 27 (05): 55–57. [Google Scholar]
- LouXiaocong, HuangCheng, LouYiqing, et al. Finite element analysis of slope stability under seepage action [J]. International Journal Hydroelectric Energy, 2008 (03): 57–59+24. [Google Scholar]
- Moellmann A, Vermeer P A, Huber M. A probabilistic finite element analysis of embankment stability under transient seepage conditions[J]. Georisk Assessment & Management of Risk for Engineered Systems & Geohazards, 2011, 5 (2) :110–119. [CrossRef] [Google Scholar]
- WeiHongyan, YuMinghui, LiYitian, et al. Overflow and burst test of silty clay dyke [J]. Advances in Water Science, 2015, 26 (05): 668–675. [Google Scholar]
- ZhangYu. Numerical analysis of seepage field in embankment engineering based on Fluent [D]. Taiyuan University of Technology, 2013. [Google Scholar]
- ZhangXiaohong, LiYang, ChenMei, et al. Seepage simulation analysis of levee project [J]. Journal of Heilongjiang Hydraulic Engineering College, 2017, 8(03): 20–25. [Google Scholar]
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