Modeling of rigid inclusion ground improvements in large-scale geotechnical simulations

[1] ASIRI, 2017. Recommendations for the design, construction and control of rigid: Inclusion ground improvements - ASIRI National Project. PONTS CHAUSSEES. ASIRI 2017 Recommendations for the design, construction and control of rigid: Inclusion ground improvements - ASIRI National Project PONTS CHAUSSEES Search in Google Scholar

[2] Bogusz, W., Godlewski, T., 2019. Philosophy of geotechnical design in civil engineering – possibilities and risks. Bulletin of the Polish Academy of Sciences: Technical Sciences; 2019; 67; No. 2; 289–306. BoguszW. GodlewskiT. 2019 Philosophy of geotechnical design in civil engineering – possibilities and risks Bulletin of the Polish Academy of Sciences: Technical Sciences 2019 67 2 289 306 Search in Google Scholar

[3] Boru, Y.T., Negesa, A.B., Scaringi, G., Puła, W., 2022. Settlement Analysis of a Sandy Clay Soil Reinforced with Stone Columns. Studia Geotechnica et Mechanica 44, 333–342. https://doi.org/10.2478/sgem-2022-0020 BoruY.T. NegesaA.B. ScaringiG. PułaW. 2022 Settlement Analysis of a Sandy Clay Soil Reinforced with Stone Columns Studia Geotechnica et Mechanica 44 333 342 https://doi.org/10.2478/sgem-2022-0020 Search in Google Scholar

[4] Brinkgreve, R.B.J., Post, M., 2015. Geotechnical Ultimate Limit State Design Using Finite Elements. Geotechnical Safety and Risk V 464–469. https://doi.org/10.3233/978-1-61499-580-7-464 BrinkgreveR.B.J. PostM. 2015 Geotechnical Ultimate Limit State Design Using Finite Elements Geotechnical Safety and Risk V 464 469 https://doi.org/10.3233/978-1-61499-580-7-464 Search in Google Scholar

[5] EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules. (2008) EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules 2008 Search in Google Scholar

[6] Fredlund, M.D., Fredlund, D.G., Zhang, L., 2018. Moving from 2D to a 3D Unsaturated Slope Stability Analysis 136–145. https://doi.org/10.1061/9780784481691.014 FredlundM.D. FredlundD.G. ZhangL. 2018 Moving from 2D to a 3D Unsaturated Slope Stability Analysis 136 145 https://doi.org/10.1061/9780784481691.014 Search in Google Scholar

[7] Jalali, M.M., Golmaei, S.H., Jalali, M.R., Borthwick, A., Ahmadi, M.K.Z., Moradi, R., 2012. Using Finite Element method for Pile-Soil Interface (through PLAXIS and ANSYS). JCECT 3, 256–272. https://doi.org/10.5897/JCECT12.024 JalaliM.M. GolmaeiS.H. JalaliM.R. BorthwickA. AhmadiM.K.Z. MoradiR. 2012 Using Finite Element method for Pile-Soil Interface (through PLAXIS and ANSYS) JCECT 3 256 272 https://doi.org/10.5897/JCECT12.024 Search in Google Scholar

[8] Jończyk-Szostek, M., Kanty, P., Rybak, J., Saloni, J., Trybocka, K., 2023. Uniaxial Testing of Soil–Cement Composites to Obtain Correlations to Be Used in Numerical Modeling. Appl. Sci. 2023, 13, 10268. https://doi.org/10.3390/app131810268 Jończyk-SzostekM. KantyP. RybakJ. SaloniJ. TrybockaK. 2023 Uniaxial Testing of Soil–Cement Composites to Obtain Correlations to Be Used in Numerical Modeling Appl. Sci. 2023 13 10268 https://doi.org/10.3390/app131810268 Search in Google Scholar

[9] Jiang, Y., Han, J., Zheng, G., 2014. Numerical analysis of a pile–slab-supported railway embankment. Acta Geotech. 9, 499–511. https://doi.org/10.1007/s11440-013-0285-9 JiangY. HanJ. ZhengG. 2014 Numerical analysis of a pile–slab-supported railway embankment Acta Geotech 9 499 511 https://doi.org/10.1007/s11440-013-0285-9 Search in Google Scholar

[10] Krasiński, A., 2023. Estimation of Screw Displacement Pile-Bearing Capacity Based on Drilling Resistances. Studia Geotechnica et Mechanica 0. https://doi.org/10.2478/sgem-2023-0014 KrasińskiA. 2023 Estimation of Screw Displacement Pile-Bearing Capacity Based on Drilling Resistances Studia Geotechnica et Mechanica 0 https://doi.org/10.2478/sgem-2023-0014 Search in Google Scholar

[11] Lu, J., Elgamal, A., Yan, L., Law, K.H., Conte, J.P., 2011. Large-Scale Numerical Modeling in Geotechnical Earthquake Engineering. International Journal of Geomechanics 11, 490–503. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000042 LuJ. ElgamalA. YanL. LawK.H. ConteJ.P. 2011 Large-Scale Numerical Modeling in Geotechnical Earthquake Engineering International Journal of Geomechanics 11 490 503 https://doi.org/10.1061/(ASCE)GM.1943-5622.0000042 Search in Google Scholar

[12] Łydżba, D., 2011. Effective properties of composites : introduction to micromechanics, Wrocław University of Technology ŁydżbaD. 2011 Effective properties of composites : introduction to micromechanics Wrocław University of Technology Search in Google Scholar

[13] Łydżba, D., Różański, A., Sobótka, M., Pachnicz, M., Grosel, S., Rainer, J., 2021a. A comprehensive approach to the optimization of design solutions for dry anti-flood reservoir dams. Studia Geotechnica et Mechanica 43, 270–284. https://doi.org/10.2478/sgem-2021-0016 ŁydżbaD. RóżańskiA. SobótkaM. PachniczM. GroselS. RainerJ. 2021a A comprehensive approach to the optimization of design solutions for dry anti-flood reservoir dams Studia Geotechnica et Mechanica 43 270 284 https://doi.org/10.2478/sgem-2021-0016 Search in Google Scholar

[14] Łydżba, D., Różański, A., Sobótka, M., Pachnicz, M., Grosel, S., Tankiewicz, M., Stefanek, P., 2021b. Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness. Studia Geotechnica et Mechanica 43, 181–194. https://doi.org/10.2478/sgem-2021-0011 ŁydżbaD. RóżańskiA. SobótkaM. PachniczM. GroselS. TankiewiczM. StefanekP. 2021b Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness Studia Geotechnica et Mechanica 43 181 194 https://doi.org/10.2478/sgem-2021-0011 Search in Google Scholar

[15] Truty. A., Podleś, K., 2009. FEM models of large foundation rafts strengthened by piles. Czasopismo Techniczne. Środowisko 106, 137–150 (in Polish) TrutyA. PodleśK. 2009 FEM models of large foundation rafts strengthened by piles. Czasopismo Techniczne Środowisko 106 137 150 (in Polish) Search in Google Scholar

[16] 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. 2020 User manual ZSoil.PC v2020. Soil, Rock and Structural Mechanics in dry or partially saturated media (1985–2020) Elmepress International Search in Google Scholar

[17] Polańska, B., Rainer, J., 2020. Rigid inclusion ground improvements as an alternative to pile foundation. IOP Conf. Ser.: Mater. Sci. Eng. 869, 052080. https://doi.org/10.1088/1757-899X/869/5/052080 PolańskaB. RainerJ. 2020 Rigid inclusion ground improvements as an alternative to pile foundation IOP Conf. Ser.: Mater. Sci. Eng. 869 052080 https://doi.org/10.1088/1757-899X/869/5/052080 Search in Google Scholar

[18] Różański, A., Łydżba, D., Jabłoński, P., 2013. Numerical study of the size of representative volume element for linear elasticity problem. Studia Geotechnica et Mechanica Vol. 35. https://doi.org/10.2478/sgem-2013-0024 RóżańskiA. ŁydżbaD. JabłońskiP. 2013 Numerical study of the size of representative volume element for linear elasticity problem Studia Geotechnica et Mechanica 35 https://doi.org/10.2478/sgem-2013-0024 Search in Google Scholar

[19] van Genuchten, M.Th., 1980. A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America Journal 44, 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x van GenuchtenM.Th. 1980 A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils Soil Science Society of America Journal 44 892 898 https://doi.org/10.2136/sssaj1980.03615995004400050002x Search in Google Scholar

[20] Van Langen, H., Vermeer, P.A., 1991. Interface elements for singular plasticity points. International Journal for Numerical and Analytical Methods in Geomechanics 15, 301–315. https://doi.org/10.1002/nag.1610150502 Van LangenH. VermeerP.A. 1991 Interface elements for singular plasticity points International Journal for Numerical and Analytical Methods in Geomechanics 15 301 315 https://doi.org/10.1002/nag.1610150502 Search in Google Scholar

[21] Sobótka, M., Różański, A., Rainer, J., Masłowski, M., 2023. A comprehensive computer aided approach to design of earthen dams of dry flood-control reservoirs. MethodsX Vol. 10. https://doi.org/10.1016/j.mex.2023.102077 SobótkaM. RóżańskiA. RainerJ. MasłowskiM. 2023 A comprehensive computer aided approach to design of earthen dams of dry flood-control reservoirs MethodsX 10 https://doi.org/10.1016/j.mex.2023.102077 Search in Google Scholar

[22] Sweco Consulting Sp. z o.o. 2021. Construction of Szalejów Górny dry flood control reservoir on the Bystrzyca Dusznicka river, Vol.7 Design of discharge devices Sweco Consulting Sp. z o.o. 2021 Construction of Szalejów Górny dry flood control reservoir on the Bystrzyca Dusznicka river, Vol.7 Design of discharge devices Search in Google Scholar

[23] 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/P147460 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/P147460 Search in Google Scholar