Stability analysis of an unsaturated soil slope considering rainfall infiltration based on the Green-Ampt model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-019-5744-9.pdf
Reference43 articles.
1. Barry DA, Parlange JY, Haverkamp R, et al. (1995) Infiltration under ponded conditions: 4. An explicit predictive infiltration formula. Soil Science 160(1): 8–17. https://doi.org/10.1097/00010694-199507000-00002
2. Hydrology Paper;RH Brooks,1964
3. Chen L, Young MH (2006) Green-Ampt infiltration model for sloping surfaces. Water Resources Research 42: W07420. https://doi.org/10.1029/2005WR004468
4. Chu-Agor ML, Fox GA, Cancienne R, et al. (2008) Seepage caused tension failures and erosion undercutting of hillslopes. Journal of Hydrology (359): 247–259. https://doi.org/10.1016/j.jhydrol.2008.07.005
5. Collins BD., Znidarcic D (2004) Stability Analyses of Rainfall Induced Landslides. Journal Of Geotechnical And Geoenvironmental Engineering 130(4): 362–372. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(362)
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