Study on rainfall infiltration in high groundwater channels

Hui Chen; Xiaodong Wang; Xiaohui Wang; Xingpeng Song

doi:10.1051/e3sconf/202124801019

All issues

Volume 248 (2021)

E3S Web Conf., 248 (2021) 01019

References

Open Access

Issue		E3S Web Conf. Volume 248, 2021 2021 3^rd International Conference on Civil Architecture and Energy Science (CAES 2021)


Article Number		01019
Number of page(s)		5
Section		Chemical Performance Structure Research and Environmental Pollution Control
DOI		https://doi.org/10.1051/e3sconf/202124801019
Published online		12 April 2021

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K.F. Zhang. Study on Seepage Stability of Slope under Combined Action of Water Level Change and Rainfall Based on Grey Correlation Degree Theory. International Journal Hydroelectric Energy, 7(12):99–102 (2019). [Google Scholar]
L. Zeng, H.Y. Fu, Z.M. He, et al. Impact of rainfall on stability of granular soil embankment slope considering saturated-unsaturated seepage. Journal of Central South University(Science and Technology), 45(10) :3614–3620 (2014). [Google Scholar]
B. Li, H.T. Song, Y. Luo. Seepage analysis of high slope of loess channel. Yellow River, 31(11):124–125+127 (2009). [Google Scholar]
Z.S. Li, L.L. Wang, T.H. Zhao, et al. Study on calculation method of drainage decompression system for canal lining. Yellow River, 32(05):83–84+87 (2010). [Google Scholar]
.X.G. Chen. Study on anti-floating stability of the main channel of the middle route of the South-to-North Water Transfer Project under the action of groundwater. China Water Transport, 14(12):216–218 (2010). [Google Scholar]
D.G. FREDLUND, A. XING. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4):521–532 (1994). [CrossRef] [Google Scholar]
E.C. LEONG, H. RAHARDJO. Permeability functions for unsaturated soils. Journal of Geotechnical and Geoenvironmental Engineering, 123(12):1118–1126 (1997). [Google Scholar]
W. Huang, W.G. Xiao, X. Yao. Research on seepage control and drainage measures for high ground water canalsection in Middle Route Project of SNWaterDiversion. Yangtze River, 41(16):55–58 (2010). [Google Scholar]

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[1] Z.M. Shi, D.W. Shen, M. Peng, et al. Slope stability analysis by considering rainfall infiltration in multi-layered unsaturated soils. Journal of Hydraulic Engineering, 47(08):977–985 (2016). [Google Scholar]

[2] Z.M. Jiang, X.H. Xiong, L. Zeng. Unsaturated seepage analysis of slope under rainfall condition based on FLAC3D. Rock and Soil Mechanics, 35(03):855–861 (2014). [Google Scholar]

[3] K.F. Zhang. Study on Seepage Stability of Slope under Combined Action of Water Level Change and Rainfall Based on Grey Correlation Degree Theory. International Journal Hydroelectric Energy, 7(12):99–102 (2019). [Google Scholar]

[4] L. Zeng, H.Y. Fu, Z.M. He, et al. Impact of rainfall on stability of granular soil embankment slope considering saturated-unsaturated seepage. Journal of Central South University(Science and Technology), 45(10) :3614–3620 (2014). [Google Scholar]

[5] B. Li, H.T. Song, Y. Luo. Seepage analysis of high slope of loess channel. Yellow River, 31(11):124–125+127 (2009). [Google Scholar]

[6] Z.S. Li, L.L. Wang, T.H. Zhao, et al. Study on calculation method of drainage decompression system for canal lining. Yellow River, 32(05):83–84+87 (2010). [Google Scholar]

[7] .X.G. Chen. Study on anti-floating stability of the main channel of the middle route of the South-to-North Water Transfer Project under the action of groundwater. China Water Transport, 14(12):216–218 (2010). [Google Scholar]

[8] D.G. FREDLUND, A. XING. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4):521–532 (1994). [CrossRef] [Google Scholar]

[9] E.C. LEONG, H. RAHARDJO. Permeability functions for unsaturated soils. Journal of Geotechnical and Geoenvironmental Engineering, 123(12):1118–1126 (1997). [Google Scholar]

[10] W. Huang, W.G. Xiao, X. Yao. Research on seepage control and drainage measures for high ground water canalsection in Middle Route Project of SNWaterDiversion. Yangtze River, 41(16):55–58 (2010). [Google Scholar]