Rainfall infiltration boundary conditions and stability of a fractured-rock slope based on a dual-continuum model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Water Science and Technology
Link
https://link.springer.com/content/pdf/10.1007/s10040-022-02468-7.pdf
Reference58 articles.
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2. Arora B, Mohanty BP, McGuire JT (2011) Inverse estimation of parameters for multidomain flow models in soil columns with different macropore densities. Water Resour Res 47:W04512. https://doi.org/10.1029/2010WR009451
3. Baghbanan A, Jing LR (2007) Hydraulic properties of fractured rock masses with correlated fracture length and aperture. Int J Rock Mech Min Sci 44(5):704–719. https://doi.org/10.1016/j.ijrmms.2006.11.001
4. Bear J, Bachmat Y (1990) Introduction to modeling of transport phenomena in porous media. Kluwer, Dordrecht, The Netherlands. https://doi.org/10.1007/978-94-009-1926-6
5. Beven K (1981) Kinematic subsurface stormflow. Water Resour Res 17(5):1419–1424. https://doi.org/10.1029/WR017i005p01419
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