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Bogumił Wrana

Poroelasticity , with Applications to Geomechanics and Hydrogeology, Princeton University Press, 2000. [18] WRANA B., Computational Models of Soil Dynamics , Cracow University of Technology (in Polish), 2012. [19] WRANA B., PIETRZAK N., Influence of Inertia Forces on Soil Settlement under Harmonic Loading , Studia Geotechnica et Mechanica, No. 1, 2013, 245-258. [20] ZAMMAN M., GIODA G., BOOKER J., Modelling in Geomechanics , John Wiley & Sons, 2000. [21] ZIENKIEWICZ O.C., CHAN A.H.C., PASTOR M., SCHREFLER B.A., SHIOMI T., Computational Geomechanics with Special

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Andrzej Truty and Rafał Obrzud

Krakowskiej, Seria Inżynieria Środowiska 48, Kraków, 2000. [12] TRUTY A., ZIMMERMANN T., Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media, Computer Methods in Applied Mechanics and Engineering, 2006, 195, 1517-1546. [13] VAN GENUCHTEN M.T., A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sciences Am. Soc., 1980, 44, 892-898. [14] VIGGIANI G., ATKINSON J., Stiffness of fine grained soil at very small strain, Geotechnique, 1995

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Wei Shao, Ye Su and Jakub Langhammer

coupling concept for two-phase compositional porous-medium and single-phase compositional free flow. Water Resour. Res., 47, 10, W10522.DOI:10.1029/2011wr010685. Overgaard, J., Rosbjerg, D., Butts, M.B., 2006. Land-surface modelling in hydrological perspective - a review. Biogeosciences, 3, 2, 229-241. DOI:10.5194/bg-3-229-2006. Parlange, M.B., Cahill, A.T., Nielsen, D.R., Hopmans, J.W., Wendroth, O., 1998. Review of heat and water movement in field soils. Soil and Tillage Research, 47, 1-2, 5-10. DOI: 10.1016/S0167-1987(98)00066-X

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Rafał F. Obrzud, Sébastien Hartmann and Krzysztof Podleś

, Austria 2002. [15] TRUTY A., On certain classes of mixed and stabilized mixed finite element formulations for single and two-phase geomaterials, Zeszyty Naukowe Politechniki Krakowskiej, Seria Inżynieria Środowiska 48, Kraków 2002. [16] TRUTY A., ZIMMERMANN T., Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media, Computer Methods in Applied Mechanics and Engineering, 2006, 195, 1517-1546. [17] TRUTY A., Hardening Soil model with small strain stiffness, Technical Report

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Anna Uciechowska-Grakowicz and Tomasz Strzelecki

., Modeling of flows through porous media , Lower Silesia Educational Publishers, Wrocław 2008, (in Polish). [23] S trzelecki T., S trzelecki M., Relation between filtration and soil consolidation theories , Studia Geotechnica et Mechanica, 2015, 37(1), 105–114. [24] U ciechowska A., S trzelecki T., The influence of the type of pore fluid in two phase media on the form of consolidation equations , [in:] M. Kwaśniewski & D. Łydżba (eds.), Rock Mechanics for Resources , London: Taylor & Francis Group, Energy and Environment, 2013, 491–495.

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Anna Uciechowska-Grakowicz and Tomasz Strzelecki

. VII, PWN, Warszawa, (Polish Scientific Publishers), (in Polish), 1982. [6] S trzelecki T., B auer J., A uriault J.L., Constitutive Equation of a Das-Filled Two-Phase Medium , Transport in Porous Media, 1993, Vol. 10, 197–202. [7] S trzelecki T., K ostecki S., Ż ak S., Modeling of flows through porous media , DWE, Wrocław, (Lower Silesia Educational Publishers), (in Polish), 2008.

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Krzysztof T. Wroński

References Ardo J., Olsson L. 2003. Assessment of soil organic carbon in semi-arid Sudan using GIS and the CENTURY model. Journal of Arid Environments 54: 633–651. DOI 10.1006/jare.2002.1105 Borken W., Xu Y.-J., Brumme R., Lamersdorf N. 1999, A climate change scenario for carbon dioxide and dissolved organic carbon fluxes from a temperate forest soil: drought and rewetting effects. Soil Science Society of America Journal 63: 1848–1855. DOI 10.2136/sssaj1999.6361848x Chapman S.J., Thurlow M. 1998. Peat respiration at low temperatures. Soil

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Jakub Konkol and Lech Bałachowski

element model for the simulation of pile driving , International Journal for numerical methods in Engineering, 1994, 37(2), 257–278, DOI: 10.1002/nme.1620370206. [11] N oh W.F., CEL: a time-dependent, two-space-dimensional, coupled Eulerian-Lagrangian code . Lawrence Radiation Lab., Univ. of California, Livermore, 1963. [12] P otts D.M., Z dravković L., Finite element analysis in geotechnical engineering: theory , Vol. 1, Thomas Telford, 1999, DOI: 10.1680/feaiget.27534. [13] T ho K.K., L eung C.F., C how Y.K., S waddiwudhipong S., Eulerian

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D. Peila, C. Marchino, C. Todaro and A. Luciani

Technology, vol. 8(3), pp. 357-372, Pergamon Press, Oxford (UK), 1993 23. J. Shin, Y. Choi, O. Oh-Yeob Kwo, S. Lee, “Model testing for pipe-reinforced tunnel heading in a granular soil”, Tunnelling and Underground Space Technology 23, pp. 241–250, 2008 24. W. Schubert, “Experience of tunnel construction in weak ground”, Geomechanics and Tunnelling, 4(3), pp. 211–220, 2011 25. A. Sorlini, A. Eusebio, C. Sacco, “Una strada di montagna al mare. La nuova viabilità di accesso a Monte Scarpino”, Genova, Geoingegneria Ambientale e Mineraria, 135(1), 2012

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Tadeusz Paszko and Paweł Muszyński

://esdac.jrc.ec.europa.eu/public_path/projects_data/focus/dk/docs/FOCUSkineticsvc1.1Dec2014.pdf FOCUS, 2014. Generic guidance for Tier 1 FOCUS ground water assessments. Version 2.2, http://esdac.jrc.ec.europa.eu/public_path/projects_data/focus/gw/NewDocs/GenericGuidance2_2.pdf Ghafoor A., Jarvis N.J., Thierfelder T., and Stenström J., 2011a. Measurements and modeling of pesticide persistence in soil at the catchment scale. Sci. Total Environ., 409, 1900-1908. Ghafoor A., Moeys J., Stenström J., Tranter G., and Jarvis N.J., 2011b. Modeling spatial variation in microbial degradation of pesticides in soil. Environ. Sci