Forecasting the impact of buildings with multi-storey underground parts on the displacement of subsoil using modern numerical tools

[1] Clough, G.W., O’Rourke, T.D. (1998). Construction induced movements of in-situ walls. Proceedings of Conference Design and Performance of Earth Retaining Structures, New York. CloughG.W. O’RourkeT.D. 1998 Construction induced movements of in-situ walls Proceedings of Conference Design and Performance of Earth Retaining Structures New York Search in Google Scholar

[2] Symons, I.F., Carder, D.R. (1992). Field measurements on embedded retaining walls. Geotechnique, 30(1), 117–126. SymonsI.F. CarderD.R. 1992 Field measurements on embedded retaining walls Geotechnique 30 1 117 126 10.1680/geot.1992.42.1.117 Search in Google Scholar

[3] Breymann, H., Freiseder, M., Schweiger, H. F. (1997). Deep excavations in soft ground, in-situ measurements and numerical predictions. XIV International Conference of Soil Mechanics and Foundations Engineering. Hamburg. BreymannH. FreisederM. SchweigerH. F. 1997 Deep excavations in soft ground, in-situ measurements and numerical predictions XIV International Conference of Soil Mechanics and Foundations Engineering Hamburg Search in Google Scholar

[4] Simpson, B., Calabresi, G., Sommer, H., Wallays, M. (1979) Design parameters for stiff clays. VII ECSMFE, Brighton. SimpsonB. CalabresiG. SommerH. WallaysM. 1979 Design parameters for stiff clays VII ECSMFE Brighton Search in Google Scholar

[5] Smoltczyk, U. (Eds.) (2002, 2003). Geotechnical Engineering Handbook. Vol. 1 – Fundamentals (2002); Vol. 2 – Procedures (2003); Vol. 3 – Elements and Structures (2003). Ernst & Sohn, A Wiley Company. SmoltczykU. (Eds.) 2002, 2003 Geotechnical Engineering Handbook. Vol. 1 – Fundamentals (2002); Vol. 2 – Procedures (2003); Vol. 3 – Elements and Structures (2003) Ernst & Sohn, A Wiley Company Search in Google Scholar

[6] Michalak, H, Pęski, S, Pyrak, S, Szulborski, K. (1998). On the impact of deep excavations on neighbouring buildings. Inżynieria i Budownictwo, 1/1998, 12–15. MichalakH PęskiS PyrakS SzulborskiK. 1998 On the impact of deep excavations on neighbouring buildings Inżynieria i Budownictwo 1/1998 12 15 Search in Google Scholar

[7] Wysokiński, L, Kotlicki, W. (2002). Protection of buildings adjacent to deep excavations. Recommendation 376. Building Research Institute Warsaw. WysokińskiL KotlickiW. 2002 Protection of buildings adjacent to deep excavations. Recommendation 376 Building Research Institute Warsaw Search in Google Scholar

[8] Michalak, H. (2006). Structural and spatial development of underground garages in highly urbanized areas. Architecture series – issue 2, (pp. 25–51). Publishing House of Warsaw University of Technology. MichalakH. 2006 Structural and spatial development of underground garages in highly urbanized areas Architecture series – issue 2, 25 51 Publishing House of Warsaw University of Technology Search in Google Scholar

[9] Michalak, H. (2009). Selected problems of designing and constructing underground garages in intensively urbanized areas. In C. Madryas, B. Przybyła & A. Szot (Eds.), Underground Infrastructure of Urban Areas (pp. 193–201). CRC Press / Balkema, Taylor & Francis Group, A Balkema Book. MichalakH. 2009 Selected problems of designing and constructing underground garages in intensively urbanized areas In MadryasC. PrzybyłaB. SzotA. (Eds.), Underground Infrastructure of Urban Areas 193 201 CRC Press / Balkema, Taylor & Francis Group, A Balkema Book Search in Google Scholar

[10] Obrzud, R, Podleś, K. (2016). Examples of large–scale simulations of soil–structure interaction with ZSoil. Rossolis Editions & Zace Services Ltd. ObrzudR PodleśK. 2016 Examples of large–scale simulations of soil–structure interaction with ZSoil Rossolis Editions & Zace Services Ltd Search in Google Scholar

[11] Michalak, H., Przybysz, P. (2021) Subsoil movements forecasting using 3d numerical modeling. Archives of Civil Engineering, 67(1), 367–385, https://doi.org/10.24425/ace.2021.136478. MichalakH. PrzybyszP. 2021 Subsoil movements forecasting using 3d numerical modeling Archives of Civil Engineering 67 1 367 385 https://doi.org/10.24425/ace.2021.136478. Search in Google Scholar

[12] Burland, J.B., Simpson, B., St. John, H.D. (1979). Movements around excavations in London Clay. 7th European Conference on Soil Mechanics and Foundation Engineering, London. BurlandJ.B. SimpsonB. St. JohnH.D. 1979 Movements around excavations in London Clay 7th European Conference on Soil Mechanics and Foundation Engineering London Search in Google Scholar

[13] Kłosiński, B. (2002). Projektowanie obudów głębokich wykopów. Głębokie wykopy na terenach wielkomiejskich. IDiM PW & IBDiM, Warsaw. KłosińskiB. 2002 Projektowanie obudów głębokich wykopów Głębokie wykopy na terenach wielkomiejskich. IDiM PW & IBDiM Warsaw Search in Google Scholar

[14] Siemińska-Lewandowska, A. (2010). Głębokie wykopy projektowanie i wykonawstwo. Wydawnictwa Komunikacji i Łączności WKŁ. Siemińska-LewandowskaA. 2010 Głębokie wykopy projektowanie i wykonawstwo. Wydawnictwa Komunikacji i Łączności WKŁ Search in Google Scholar

[15] Staszewska K., Cudny, M. (2020). Modelling the time-dependent behaviour of soft soils. Studia Geotechnica et Mechanica, 42(2), 97–110, https://doi.org/10.2478/sgem-2019-0034. StaszewskaK. CudnyM. 2020 Modelling the time-dependent behaviour of soft soils Studia Geotechnica et Mechanica 42 2 97 110 https://doi.org/10.2478/sgem-2019-0034. 10.2478/sgem-2019-0034 Search in Google Scholar

[16] Bałachowski, L. (2014). Deep compaction control of sandy soils. Studia Geotechnica et Mechanica, 36(2), 2014, https://doi.org/10.2478/sgem-2014-0014. BałachowskiL. 2014 Deep compaction control of sandy soils Studia Geotechnica et Mechanica 36 2 2014 https://doi.org/10.2478/sgem-2014-0014. 10.2478/sgem-2014-0014 Search in Google Scholar

[17] Górska, K., Wyjadłowski, M. (2012). Analysis of displacement of excavation based on inclinometer measurements. Studia Geotechnica et Mechanica, 34(4), https://doi.org/10.5277/sgm041201. GórskaK. WyjadłowskiM. 2012 Analysis of displacement of excavation based on inclinometer measurements Studia Geotechnica et Mechanica 34 4 https://doi.org/10.5277/sgm041201. 10.2478/sgm041201 Search in Google Scholar

[18] Kowalska M. (2012). Influence of loading history and boundary conditions on parameters of soil constitutive models. Studia Geotechnica et Mechanica, 34(1), https://doi.org/10.1515/sgem-2017-0020. KowalskaM. 2012 Influence of loading history and boundary conditions on parameters of soil constitutive models Studia Geotechnica et Mechanica 34 1 https://doi.org/10.1515/sgem-2017-0020. 10.1515/sgem-2017-0020 Search in Google Scholar

[19] Truty A. (2018). On consistent nonlinear analysis of soil–structure interaction problems. Studia Geotechnica et Mechanica, 40(2), 86–95, https://doi.org/10.2478/sgem-2018-0019. TrutyA. 2018 On consistent nonlinear analysis of soil–structure interaction problems Studia Geotechnica et Mechanica 40 2 86 95 https://doi.org/10.2478/sgem-2018-0019. 10.2478/sgem-2018-0019 Search in Google Scholar

[20] Bobylev, N. (2015). Underground space as an urban indicator: Measuring use of subsurface. Tunnlling and Underground Space Technology, 55, 40–51, https://doi.org/10.1016/j.tust.2015.10.024. BobylevN. 2015 Underground space as an urban indicator: Measuring use of subsurface Tunnlling and Underground Space Technology 55 40 51 https://doi.org/10.1016/j.tust.2015.10.024. 10.1016/j.tust.2015.10.024 Search in Google Scholar

[21] Jiang, S., Wang, Y. (2019). Long-Term Ground Settlements over Mined-Out Region Induced by Railway Construction and Operation. Sustainability, 11(3), 875, https://doi.org/10.3390/su11030875. JiangS. WangY. 2019 Long-Term Ground Settlements over Mined-Out Region Induced by Railway Construction and Operation Sustainability 11 3 875 https://doi.org/10.3390/su11030875. 10.3390/su11030875 Search in Google Scholar

[22] Agnella, D., Giannotti, W.J., Rosatti Filho, M.A.. Oliveira Pires, T. (2018). PAT TBM improving - A case study to Metro Sao Paulo. In A. Negro, M.O. Jr. Cecílio, (Eds.) Geotechnical Aspects of Underground Construction in Soft Ground, Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Sao Paulo, Brazil, 4–6 April 2017. Taylor & Francis Group, London. AgnellaD. GiannottiW.J. Rosatti FilhoM.A. Oliveira PiresT. 2018 PAT TBM improving - A case study to Metro Sao Paulo In NegroA. CecílioM.O.Jr. (Eds.) Geotechnical Aspects of Underground Construction in Soft Ground Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground Sao Paulo, Brazil 4–6 April 2017 Taylor & Francis Group London 10.1201/9781315099507-41 Search in Google Scholar

[23] Ramadan, E.H., Ramadan, M., Khashila, M.M., Kenawi, M.A. (2013). Analysis of Piles Supporting Excavation Adjacent to Existing Buildings. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, 2–6 September 2013; pp. 2835–2838. Available online: https://www.researchgate.net/publication/272507779 (accessed on 2 December 2020). RamadanE.H. RamadanM. KhashilaM.M. KenawiM.A. 2013 Analysis of Piles Supporting Excavation Adjacent to Existing Buildings 18th International Conference on Soil Mechanics and Geotechnical Engineering Paris, France 2–6 September 2013 2835 2838 Available online: https://www.researchgate.net/publication/272507779 (accessed on 2 December 2020). Search in Google Scholar

[24] Lei, G.H., Sun, H.S., Ng, C.W.W. (2014). An approximate analytical solution for calculating ground surface settlements due to diaphragm walling. Computers and Geotechnics, 61, 108–115, https://doi.org/10.1016/j.compgeo.2014.05.002. LeiG.H. SunH.S. NgC.W.W. 2014 An approximate analytical solution for calculating ground surface settlements due to diaphragm walling Computers and Geotechnics 61 108 115 https://doi.org/10.1016/j.compgeo.2014.05.002. 10.1016/j.compgeo.2014.05.002 Search in Google Scholar

[25] Hu, B., Wang, C. (2019). Ground surface settlement analysis of shield tunneling under spatial variability of multiple geotechnical parameters. Heliyon, 5, e02495, https://doi.org/10.1016/j.heliyon.2019.e02495. HuB. WangC. 2019 Ground surface settlement analysis of shield tunneling under spatial variability of multiple geotechnical parameters Heliyon 5 e02495 https://doi.org/10.1016/j.heliyon.2019.e02495. 10.1016/j.heliyon.2019.e02495681979831687587 Search in Google Scholar

[26] Lu, H., Shi, J., Wang, Y., Wang, R. (2019). Centrifuge modeling of tunneling-induced ground surface settlement in sand. Underground Space, 4(4), 302–309, https://doi.org/10.1016/j.undsp.2019.03.007. LuH. ShiJ. WangY. WangR. 2019 Centrifuge modeling of tunneling-induced ground surface settlement in sand Underground Space 4 4 302 309 https://doi.org/10.1016/j.undsp.2019.03.007. 10.1016/j.undsp.2019.03.007 Search in Google Scholar

[27] Korff, M., Mair, R.J. (2013). Ground displacements related to deep excavation in Amsterdam. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, 2–6 September 2013; pp. 2779–2782. Available online: http://www.cfms-sols.org/sites/default/files/Actes/2779-2782.pdf (accessed on 26 February 2021). KorffM. MairR.J. 2013 Ground displacements related to deep excavation in Amsterdam 18th International Conference on Soil Mechanics and Geotechnical Engineering Paris, France 2–6 September 2013 2779 2782 Available online: http://www.cfms-sols.org/sites/default/files/Actes/2779-2782.pdf (accessed on 26 February 2021). Search in Google Scholar

[28] Korff, M. (2018) Case Studies and Monitoring of Deep Excavations. In A. Negro, M.O. Jr. Cecílio, (Eds.) Geotechnical Aspects of Underground Construction in Soft Ground, Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Sao Paulo, Brazil, 4–6 April 2017. Taylor & Francis Group, London. Available online: http://resolver.tudelft.nl/uuid:fe0af6c8-5588-4a06-8e8b-1c75af49ef28 (accessed on 2 December 2020). KorffM. 2018 Case Studies and Monitoring of Deep Excavations In NegroA. CecílioM.O.Jr. (Eds.) Geotechnical Aspects of Underground Construction in Soft Ground Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground Sao Paulo, Brazil 4–6 April 2017 Taylor & Francis Group London Available online: http://resolver.tudelft.nl/uuid:fe0af6c8-5588-4a06-8e8b-1c75af49ef28 (accessed on 2 December 2020). 10.1201/9781315099507-2 Search in Google Scholar

[29] Masuda, T. (1996). A study of empirical correlation for lateral deflections of diaphragm walls in deep excavations. International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Balkema, Rotterdam, 1996, 19–21 July; pp. 167–172; Available online: https://www.issmge.org/uploads/publications/6/8/1996_024.pdf (accessed on 2 December 2020). MasudaT. 1996 A study of empirical correlation for lateral deflections of diaphragm walls in deep excavations International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground Balkema, Rotterdam 1996, 19–21 July 167 172 Available online: https://www.issmge.org/uploads/publications/6/8/1996_024.pdf (accessed on 2 December 2020). Search in Google Scholar

[30] Domurad, J., Kościuch, P., Domurad, J., Karwan, R. (2016). Projekt konstrukcyjny ścian szczelinowych, tymczasowego rozparcia i pali Solec – Ludna – Wilanowska, Warsaw, Poland. DomuradJ. KościuchP. DomuradJ. KarwanR. 2016 Projekt konstrukcyjny ścian szczelinowych, tymczasowego rozparcia i pali Solec – Ludna – Wilanowska Warsaw, Poland Search in Google Scholar

[31] Korczak, P. (2016–2018). Dokumentacja pomiarów geodezyjnych Solec/Ludna/Wilanowska. Pomiary przemieszczeń, Warsaw, Poland. KorczakP. 2016–2018 Dokumentacja pomiarów geodezyjnych Solec/Ludna/Wilanowska. Pomiary przemieszczeń Warsaw, Poland Search in Google Scholar

[32] Kuryłowicz, S., Kuryłowicz, E., Gientka, T., Krześniak, M., Miklaszewska, K., Pianko, M., Tęskny, M., Kuczyński, P. (2010–2017). Projekt architektoniczny zabudowy mieszkaniowej z garażem podziemnymi i usługami ul. Solec/Ludna/Wilanowska, Warsaw, Poland. KuryłowiczS. KuryłowiczE. GientkaT. KrześniakM. MiklaszewskaK. PiankoM. TęsknyM. KuczyńskiP. 2010–2017 Projekt architektoniczny zabudowy mieszkaniowej z garażem podziemnymi i usługami ul. Solec/Ludna/Wilanowska Warsaw, Poland Search in Google Scholar

[33] Szulborski, K., Majewska, A., Michalak, H., Paziewski, T., Pęski, S., Przybysz, P. Pyrak, S. (2010). Ekspertyzy techniczne sąsiedniej zabudowy i ocena wpływu realizacji zespołu mieszkaniowego SBM TORWAR przy ul. Solec/Ludna/Wilanowska w Warszawie, Warsaw, Poland. SzulborskiK. MajewskaA. MichalakH. PaziewskiT. PęskiS. PrzybyszP. PyrakS. 2010 Ekspertyzy techniczne sąsiedniej zabudowy i ocena wpływu realizacji zespołu mieszkaniowego SBM TORWAR przy ul. Solec/Ludna/Wilanowska w Warszawie Warsaw, Poland Search in Google Scholar

[34] Wolski, W. with the team (2009) Dokumentacja geologicznoinżynierska ustalająca geotechniczne warunki posadowienia dla potrzeb projektu inwestycji zlokalizowanej w rejonie ul. Ludnej i ul. Solec w Warszawie, Warsaw, Poland. WolskiW. with the team 2009 Dokumentacja geologicznoinżynierska ustalająca geotechniczne warunki posadowienia dla potrzeb projektu inwestycji zlokalizowanej w rejonie ul. Ludnej i ul. Solec w Warszawie Warsaw, Poland Search in Google Scholar