This work is licensed under the Creative Commons Attribution 4.0 International License.
Abramov, C. K. (1952). Method of calculation and selection of filters for drilled wells. Works of Hydrogeology and Engineering Geology Section, The Federal Scientific Technical Mining Society, Moscow.AbramovC. K.1952Method of calculation and selection of filters for drilled wellsWorks of Hydrogeology and Engineering Geology Section, The Federal Scientific Technical Mining SocietyMoscowSearch in Google Scholar
Bieniawski, Z. (1988). The rock mass rating (RMR) system (geomechanics classification) in engineering practice. In Rock Classification Systems for Engineering Purposes. ASTM International.BieniawskiZ.1988The rock mass rating (RMR) system (geomechanics classification) in engineering practiceInRock Classification Systems for Engineering PurposesASTM International10.1520/STP48461SSearch in Google Scholar
Bolton Seed, H., & Duncan, J. M. (1987). The failure of Teton Dam. Engineering Geology, 24(1), 173–205. https://doi.org/10.1016/0013-7952(87)90060-3Bolton SeedH.DuncanJ. M.1987The failure of Teton DamEngineering Geology241173205https://doi.org/10.1016/0013-7952(87)90060-310.1016/0013-7952(87)90060-3Search in Google Scholar
Cała, M. (2007). Convex and concave slope stability analyses with numerical methods. Archives of Mining Sciences, 52(1), 75–89.CałaM.2007Convex and concave slope stability analyses with numerical methodsArchives of Mining Sciences5217589Search in Google Scholar
Deere, D. (1988). The rock quality designation (RQD) index in practice. In Rock classification systems for engineering purposes. ASTM International.DeereD.1988The rock quality designation (RQD) index in practiceInRock classification systems for engineering purposesASTM International10.1520/STP48465SSearch in Google Scholar
Deere, D. U., & Deere, D. W. (1989). Rock Quality Designation (RQD) after Twenty Years. DEERE (DON U) CONSULTANT GAINESVILLE FL.DeereD. U.DeereD. W.1989Rock Quality Designation (RQD) after Twenty YearsDEERE (DON U) CONSULTANT GAINESVILLE FLSearch in Google Scholar
EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules. (2008).EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules2008Search in Google Scholar
Fredlund, M. D., Fredlund, D. G., & Zhang, L. (2010). Moving from 2D to a 3D unsaturated slope stability analysis. In PanAm Unsaturated Soils 2017 (pp. 136–145).FredlundM. D.FredlundD. G.ZhangL.2010Moving from 2D to a 3D unsaturated slope stability analysisInPanAm Unsaturated Soils 201713614510.1061/9780784481691.014Search in Google Scholar
Griffiths, D. V., & Lane, P. A. (1999). Slope stability analysis by finite elements. Geotechnique, 49(3), 387–403.GriffithsD. V.LaneP. A.1999Slope stability analysis by finite elementsGeotechnique49338740310.1680/geot.1999.49.3.387Search in Google Scholar
Krige, D. G. (1951). A statistical approach to some basic mine valuation problems on the Witwatersrand. Journal of the Southern African Institute of Mining and Metallurgy, 52(6), 119–139.KrigeD. G.1951A statistical approach to some basic mine valuation problems on the WitwatersrandJournal of the Southern African Institute of Mining and Metallurgy526119139Search in Google Scholar
Kundzewicz, Z., Szamalek, K., & Kowalczak, P. (1999). The Great Flood of 1997 in Poland. Hydrological Sciences Journal, 44(6), 855–870. https://doi.org/10.1080/02626669909492285KundzewiczZ.SzamalekK.KowalczakP.1999The Great Flood of 1997 in PolandHydrological Sciences Journal446855870https://doi.org/10.1080/0262666990949228510.1080/02626669909492285Search in Google Scholar
Labuz, J. F., & Zang, A. (2012). Mohr–Coulomb failure criterion. In The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014 (pp. 227–231). Springer.LabuzJ. F.ZangA.2012Mohr–Coulomb failure criterionInThe ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014227231Springer10.1007/978-3-319-07713-0_19Search in Google Scholar
Łydżba, D., Batog, A., Sobótka, M., Pachnicz, M., Różański, A., Stefaniuk, D., Wróblewski, T., & Chudy, G. (2017). Evaluation of stability of the Roztoki Bystrzyckie reservoir dam (in Polish). Geoinżynieria: Drogi, Mosty, Tunele.ŁydżbaD.BatogA.SobótkaM.PachniczM.RóżańskiA.StefaniukD.WróblewskiT.ChudyG.2017Evaluation of stability of the Roztoki Bystrzyckie reservoir dam (in Polish)Geoinżynieria: Drogi, Mosty, TuneleSearch in Google Scholar
Matyas, A. L., Poulard, C., Ratomski, J., & Royet, P. (2009). Construction and Action of Dry dams with different characteristics and location. Infrastructure and Ecology of Rural Areas, 9, 115–129.MatyasA. L.PoulardC.RatomskiJ.RoyetP.2009Construction and Action of Dry dams with different characteristics and locationInfrastructure and Ecology of Rural Areas9115129Search in Google Scholar
Oliver, M. A., & Webster, R. (1990). Kriging: A method of interpolation for geographical information systems. International Journal of Geographical Information System, 4(3), 313–332.OliverM. A.WebsterR.1990Kriging: A method of interpolation for geographical information systemsInternational Journal of Geographical Information System4331333210.1080/02693799008941549Search in Google Scholar
Panel, I. (1976). Review cause of Teton Dam failure. Denver, Colom, US Bureau of Reclamation.PanelI.1976Review cause of Teton Dam failureDenver, Colom, US Bureau of ReclamationSearch in Google Scholar
Poulard, C., Leblois, L., Narbais, D., & Chennu, S. (2008). Towards objective design of dry dams at watershed scale: How to take into account the spatial structure of the rainfall and its variability. 12th Biennial Conference of Euromediterranean Network of Experimental and Representative Basins (ERB), Hydrological Extremes in Small Basins, 84, 21–28.PoulardC.LebloisL.NarbaisD.ChennuS.2008Towards objective design of dry dams at watershed scale: How to take into account the spatial structure of the rainfall and its variability12th Biennial Conference of Euromediterranean Network of Experimental and Representative Basins (ERB), Hydrological Extremes in Small Basins842128Search in Google Scholar
Scheidegger, A. E. (2020). The physics of flow through porous media. University of Toronto press.ScheideggerA. E.2020The physics of flow through porous mediaUniversity of Toronto pressSearch in Google Scholar
Sichardt, W. (1928). Method of stabilization of drilled wells. Julius Spinger, Berlin.SichardtW.1928Method of stabilization of drilled wellsJulius SpingerBerlinSearch in Google Scholar
Sweco Consulting Sp. z o.o. (2019). Construction of Szalejów Górny dry flood control reservoir on the Bystrzyca Dusznicka river, Vol.8 Design of an earth-fill dam.Sweco Consulting Sp. z o.o.2019Construction of Szalejów Górny dry flood control reservoir on the Bystrzyca Dusznicka river, Vol.8 Design of an earth-fill damSearch in Google Scholar
Szamalek, K. (2000). The Great Flood of 1997 in Poland: The Truth and Myth. In J. Marsalek, W. E. Watt, E. Zeman, & F. Sieker (Eds.), Flood Issues in Contemporary Water Management (pp. 67–74). Springer Netherlands. https://doi.org/10.1007/978-94-011-4140-6_7SzamalekK.2000The Great Flood of 1997 in Poland: The Truth and MythInMarsalekJ.WattW. E.ZemanE.SiekerF.(Eds.),Flood Issues in Contemporary Water Management6774SpringerNetherlandshttps://doi.org/10.1007/978-94-011-4140-6_710.1007/978-94-011-4140-6_7Search in Google Scholar
The World Bank (2021). World Bank Project: ODRA-VISTULA FLOOD MANAGEMENT PROJECT - P147460. Retrieved 26 February 2021, from https://projects.worldbank.org/en/projects-operations/project-detail/P147460The World Bank2021World Bank Project: ODRA-VISTULA FLOOD MANAGEMENT PROJECT - P147460Retrieved 26 February 2021, from https://projects.worldbank.org/en/projects-operations/project-detail/P147460Search in Google Scholar
Truty, A., Zimmermann, T., Podleś, K., & Obrzud, R. (2020). User manual ZSoil.PC v2020. Soil, Rock and Structural Mechanics in dry or partially saturated media (1985–2020). Elmepress International.TrutyA.ZimmermannT.PodleśK.ObrzudR.2020User manual ZSoil.PC v2020. Soil, Rock and Structural Mechanics in dry or partially saturated media (1985–2020)Elmepress InternationalSearch in Google Scholar
Van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898.Van GenuchtenM. T.1980A closed-form equation for predicting the hydraulic conductivity of unsaturated soilsSoil Science Society of America Journal44589289810.2136/sssaj1980.03615995004400050002xSearch in Google Scholar
Van Rossum, G., & Drake Jr, F. L. (1995). Python tutorial (Vol. 620). Centrum voor Wiskunde en Informatica Amsterdam.Van RossumG.DrakeF. L.Jr1995Python tutorial620Centrum voor Wiskunde en Informatica AmsterdamSearch in Google Scholar
Webster, R., & Oliver, M. A. (1993). How large a sample is needed to estimate the regional variogram adequately? In Geostatistics Tróia.92 (pp. 155–166). Springer.WebsterR.OliverM. A.1993How large a sample is needed to estimate the regional variogram adequately?InGeostatistics Tróia92155166Springer10.1007/978-94-011-1739-5_14Search in Google Scholar
Xiang-Wei, H. A. N., Ming-An, S., & Horton, R. (2010). Estimating van Genuchten model parameters of undisturbed soils using an integral method. Pedosphere, 20(1), 55–62.Xiang-WeiH. A. N.Ming-AnS.HortonR.2010Estimating van Genuchten model parameters of undisturbed soils using an integral methodPedosphere201556210.1016/S1002-0160(09)60282-4Search in Google Scholar
Xu, Y., Zhang, L., & Jia, J. (2012). Lessons from Catastrophic Dam Failures in August 1975 in Zhumadian, China. 162–169. https://doi.org/10.1061/40971(310)20XuY.ZhangL.JiaJ.2012Lessons from Catastrophic Dam Failures in August 1975 in Zhumadian, China162169https://doi.org/10.1061/40971(310)2010.1061/40971(310)20Search in Google Scholar