Analysis of the seepage process in clay slopes intercepted by trench drains

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Abstract

The two-dimensional seepage problem is considered, for which an efficient and simple second-order accurate in space (and first order in time) implicit finite differences scheme has been set up, capable both to rapidly compute the steady-state solution and to accurately represent the unsteady seepage. -from Authors

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Cherubini, C., Vacca, G., Pepe, B., Greco, V. R., & Troisi, S. (1992). Analysis of the seepage process in clay slopes intercepted by trench drains. Entropy and Energy Dissipation in Water Resources, 489–506. https://doi.org/10.1007/978-94-011-2430-0_29

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