This work is licensed under the Creative Commons Attribution 4.0 International License.
Baldi G., Belotti R., Ghionna V.N., Jamiolkowski M., Lo Presti D.C.F. (1989). Modulus of sand from CPT’s and DMT’s. Proc. of 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil, Balkema, Rotterdam, vol. 1, 165–179.BaldiG.BelottiR.GhionnaV.N.JamiolkowskiM.Lo PrestiD.C.F.1989Modulus of sand from CPT’s and DMT’sProc. of 12th International Conference on Soil Mechanics and Foundation EngineeringRio de Janeiro, Brazil, Balkema, Rotterdam1165179Search in Google Scholar
Baligh M.M. (1975). Theory of deep static cone penetration resistance. Department of Civil and Environmental Engineering Massachusetts. Institute of Technology. Report No R, 75–56.BalighM.M.1975Theory of deep static cone penetration resistanceDepartment of Civil and Environmental Engineering Massachusetts. Institute of TechnologyReport No R,7556Search in Google Scholar
Banach S. (1950). Mechanika. Monografie matematyczne, Czytelnik, Kraków (in Polish).BanachS.1950Mechanika. Monografie matematyczneCzytelnikKraków (in Polish)Search in Google Scholar
Bogucki A. Voloshyn P., Tomeniuk O. (2014). Zapadowość plejstoceńskich poziomów lessowo-glebowych i kriogenicznych Wołynia i Podola. Przegląd Geologiczny Nr.10/2, t. 62, 553–559.BoguckiA.VoloshynP.TomeniukO.2014Zapadowość plejstoceńskich poziomów lessowo-glebowych i kriogenicznych Wołynia i PodolaPrzegląd Geologiczny10/262553559Search in Google Scholar
Box G.E.P., Hunter, W.G., Hunter J.S. (1978). Statistics for experiments – an introduction to design, data analysis and model building. John Wiley & Sons, New York.BoxG.E.P.HunterW.G.HunterJ.S.1978Statistics for experiments – an introduction to design, data analysis and model buildingJohn Wiley & SonsNew YorkSearch in Google Scholar
Draper N.R., Smith H. (1981). Applied regression analysis. John Wiley & Sons, New York.DraperN.R.SmithH.1981Applied regression analysisJohn Wiley & SonsNew YorkSearch in Google Scholar
Durgunoglu M.T., Mitchell J.K. (1973). Static penetration resistance of soils. University of California, Berkley, Report No 14/24.DurgunogluM.T.MitchellJ.K.1973Static penetration resistance of soilsUniversity of CaliforniaBerkleyReport No 14/24.Search in Google Scholar
Eslaamizaad, S, Robertson, P.K. (1996). Cone penetration test to evaluate bearing capacity of foundations in sands, Proc. of 49th Canadian Geotechnical Society, 429–438.EslaamizaadSRobertsonP.K.1996Cone penetration test to evaluate bearing capacity of foundations in sandsProc. of 49th Canadian Geotechnical Society429438Search in Google Scholar
Frankowski Z., Majer E., Pietrzkowski P. (2010). Geological and geotechnical problem of loess deposits from south-eastern Poland. Proc. of the International Geotechnical Conference “Geotechnical challenges in megacities”, vol. 2, Moscow, 546 – 553.FrankowskiZ.MajerE.PietrzkowskiP.2010Geological and geotechnical problem of loess deposits from south-eastern PolandProc. of the International Geotechnical Conference “Geotechnical challenges in megacities”2Moscow546553Search in Google Scholar
Gauer P., Lunne T., Młynarek Z., Wołyński W., Kroll M. (2002). Quality of CPTU – statistical analyses of CPTU data from Onsoy. NGI, Report No 20001099, Oslo.GauerP.LunneT.MłynarekZ.WołyńskiW.KrollM.2002Quality of CPTU – statistical analyses of CPTU data from OnsoyNGIReport No 20001099,OsloSearch in Google Scholar
Godlewski T., Szczepański T. (2013). Determination of soil stiffness parameters using in-situ seismic methods-insight in repeatability and methodological aspects. R. Q. Coutinho & P.W. Mayne (eds.) Geotechnical and Geophysical Site Characterization 4,. Proc. of 4th International Conference on Geotechnical and Geophisical Site Investigations. Taylor & Francis Group, London, 441–446.GodlewskiT.SzczepańskiT.2013Determination of soil stiffness parameters using in-situ seismic methods-insight in repeatability and methodological aspectsCoutinhoR. Q.MayneP.W.(eds.)Geotechnical and Geophysical Site Characterization 4,. Proc. of 4th International Conference on Geotechnical and Geophisical Site InvestigationsTaylor & Francis GroupLondon441446Search in Google Scholar
Guidelines for Design of Wind-Turbines – DNV/Risa (2002). Det Norske Veritas, CopenhagenGuidelines for Design of Wind-Turbines – DNV/Risa2002Det Norske VeritasCopenhagenSearch in Google Scholar
Hardin B.O. 1978. The nature of stress-strain behaviour for soils. Proc. ASCE Geotechnical Div. Specialty Conf. on Earthquake Eng. and Soil Dynamics, Pasadena. 1, 3–90.HardinB.O.1978The nature of stress-strain behaviour for soilsProc. ASCE Geotechnical Div. Specialty Conf. on Earthquake Eng. and Soil DynamicsPasadena1390Search in Google Scholar
Hegazy Y.A., Mayne P.W. (1995). Statistical correlations between Vs and CPT data for different soil types. Proc. of Symposium on Cone Penetration Testing (CPT’95), Swedish Geotechnical Society, Linkoping, Vol. 2, 173–178.HegazyY.A.MayneP.W.1995Statistical correlations between Vs and CPT data for different soil typesProc. of Symposium on Cone Penetration Testing (CPT’95)Swedish Geotechnical Society, Linkoping2173178Search in Google Scholar
Jamiolkowski M. Lo Presti D.C.F., Manassero M. (2001). Evaluation of relative density and shear strength of sands from CPT and DMT. CC. Ladd Symposium, Cambridge, Massachusetts.JamiolkowskiM.Lo PrestiD.C.F.ManasseroM.2001Evaluation of relative density and shear strength of sands from CPT and DMTCC. Ladd SymposiumCambridge, MassachusettsSearch in Google Scholar
Kardan C. Viking K., Nik L., Larsson S. (2016). Influence of operator performance on quality of CPTU results. Proc. of 17th Nordic Geotechnical Meeting, Challenges in Nordic Geotechnic, 25th – 28th of May 2016, Reykjavik, 153–158.KardanC.VikingK.NikL.LarssonS.2016Influence of operator performance on quality of CPTU resultsProc. of 17th Nordic Geotechnical Meeting, Challenges in Nordic Geotechnic25th – 28th of May 2016Reykjavik153158Search in Google Scholar
Karslud K., Lunne T., Kert A., Strandvik S. (2005). CPTU correlation for clays. Proc. of XVIth International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, 693–702.KarsludK.LunneT.KertA.StrandvikS.2005CPTU correlation for claysProc. of XVIth International Conference on Soil Mechanics and Geotechnical EngineeringOsaka693702Search in Google Scholar
Keaveny I., Mitchell J.K. (1986) Strength of fine-grained soils using the piezo cone. Use of in-situ tests in Geotechnical Engineering (GSP 6), ASCE, 668–685.KeavenyI.MitchellJ.K.1986Strength of fine-grained soils using the piezo coneUse of in-situ tests in Geotechnical Engineering (GSP 6)ASCE668685Search in Google Scholar
Krage, C.P., Broussard, N.S. i DeJong, J.T. (2014). Estimating rigidity index (IR) based on CPT measurements. Proc. of 3rd International Symposium on Cone Penetration Testing. Las Vegas, Nevada, 727–735.KrageC.P.BroussardN.S.DeJongJ.T.2014Estimating rigidity index (IR) based on CPT measurementsProc. of 3rd International Symposium on Cone Penetration TestingLas Vegas, Nevada727735Search in Google Scholar
Krygowski B. (1961). Geografia fizyczna Niziny Wielkopolskiej: Geomorfologia, Część 1. Państwowe Wydawnictwo Naukowe, Warszawa (in Polish).KrygowskiB.1961Geografia fizyczna Niziny Wielkopolskiej: Geomorfologia, Część 1Państwowe Wydawnictwo NaukoweWarszawa (in Polish)Search in Google Scholar
Kulhavy F.H., Mayne P.H. (1990). Manual on estimating soil properties for foundation design. Electro Power Research Institute Research Project 1493-6, EPRI, Palo Alto, Cal.KulhavyF.H.MayneP.H.1990Manual on estimating soil properties for foundation designElectro Power Research Institute Research Project 1493-6EPRIPalo Alto, Cal.Search in Google Scholar
Lacasse S, Nadim, F. (1994). Reliability issues and future challenges in geotechnical engineering for offshore structures. In: International Conference. Behaviour of offshore structures. Boss94, Cambridge Mass.LacasseSNadimF.1994Reliability issues and future challenges in geotechnical engineering for offshore structuresIn:International Conference. Behaviour of offshore structuresBoss94, Cambridge MassSearch in Google Scholar
Lechowicz Z., Rabarijoely S., Galas P., Kiziewicz D. (2011). Settlement evaluation of spread foundation on heavily preconsolidated cohesive soils. Annals of Warsaw University of Life Sciences – SGGW, Land Reclamation, No 43(2), 113–120.LechowiczZ.RabarijoelyS.GalasP.KiziewiczD.2011Settlement evaluation of spread foundation on heavily preconsolidated cohesive soilsAnnals of Warsaw University of Life Sciences – SGGW, Land Reclamation432113120Search in Google Scholar
Lee J. K. (1974). Soil Mechanics – New Horizons, Chapter 3. Lumb P. (ed.) Application of statistics in soil mechanics. Newness – Butterworth, LondonLeeJ. K.1974Soil Mechanics – New Horizons, Chapter 3LumbP.(ed.)Application of statistics in soil mechanicsNewness – ButterworthLondonSearch in Google Scholar
Lee S.H.H, Stoke K.H. (1986). Investigation of low amplitude shear wave velocity in anisotropic materials. Geotechnical Report No. GR 86-6, Civil Engineering Department, University of Texas, Austin.LeeS.H.HStokeK.H.1986Investigation of low amplitude shear wave velocity in anisotropic materialsGeotechnical Report No. GR 86-6Civil Engineering Department, University of TexasAustinSearch in Google Scholar
Lindgård, A., Gundersen, A., Lunne, T., L Heureux, J. S., Kåsin, K., Haugen, E., Emdal, A., Carlson, M., Veldhuijzen, A., Massimiliano, S. (2018). Effect of cone type on measured CPTU results from the Tiller-Flotten quick clay test site. Fjellsprengningsteknikk, Bergmekanikk/Geoteknikk. Norwegian Geotechnical Society (NGF), Oslo, Norway.LindgårdA.GundersenA.LunneT.L HeureuxJ. S.KåsinK.HaugenE.EmdalA.CarlsonM.VeldhuijzenA.MassimilianoS.2018Effect of cone type on measured CPTU results from the Tiller-Flotten quick clay test siteFjellsprengningsteknikk, Bergmekanikk/GeoteknikkNorwegian Geotechnical Society (NGF)Oslo, NorwaySearch in Google Scholar
Long M. (2002). The Quality of Continuous Soil Samples. Geotechnical Testing Journal, vol. 25, No 3, 1–18.LongM.2002The Quality of Continuous Soil SamplesGeotechnical Testing Journal253118Search in Google Scholar
Lunne T., Berre T., Andersen K.H., Strandvik S., Sjursen M. (2005). Effect of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays. Canadian Geotechnical Journal, 1–50.LunneT.BerreT.AndersenK.H.StrandvikS.SjursenM.2005Effect of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian claysCanadian Geotechnical Journal150Search in Google Scholar
Lunne T. Strandvik S., Kasin K., L’Heureux J.S, Haugen E., Uruci E., Veldhuijzen A., Carlson M., Kassner M. (2018). Effect of cone penetrometer type on CPTU results at a Soft Clay Test Site in Norway. Cone Penetration Testing 2018 – Hicks, Pisanò & Peuchen (Eds), CRC Press, 417–422.LunneT.StrandvikS.KasinK.L’HeureuxJ.SHaugenE.UruciE.VeldhuijzenA.CarlsonM.KassnerM.2018Effect of cone penetrometer type on CPTU results at a Soft Clay Test Site in NorwayCone Penetration Testing 2018HicksPisanòPeuchen(Eds),CRC Press417422Search in Google Scholar
Lunne T., Christophersen H.P. (1983). Interpretation of cone penetrometer data for offshore sands. Proc. of the Offshore Technology Conference, Richardson, Texas.LunneT.ChristophersenH.P.1983Interpretation of cone penetrometer data for offshore sandsProc. of the Offshore Technology ConferenceRichardson, TexasSearch in Google Scholar
Lunne T., Robertson P.K., Powell J. (1997). Cone penetration testing in geotechnical practice. E&FN Spon, London.LunneT.RobertsonP.K.PowellJ.1997Cone penetration testing in geotechnical practiceE&FN SponLondonSearch in Google Scholar
Marchetti S. (1980). In situ tests by flat dilatometer. ASCE, JGED, v. 106, No.GT3.MarchettiS.1980In situ tests by flat dilatometerASCE, JGED106GT3Search in Google Scholar
Marchetti S. (1998). Dilatometer Testing (DMT) One-day short course. International Conference on Site Characterization, Atlanta.MarchettiS.1998Dilatometer Testing (DMT) One-day short courseInternational Conference on Site CharacterizationAtlantaSearch in Google Scholar
Marchetti S. (2012). The Seismic Dilatometer for in-situ soil investigations. Proc. of Indian Geotechnical Conference, December 3–15, 2012, Delhi, Paper No. C312.MarchettiS.2012The Seismic Dilatometer for in-situ soil investigationsProc. of Indian Geotechnical ConferenceDecember 3–15, 2012DelhiPaper No. C312.Search in Google Scholar
Marchetti S., Monaco P., Totani G., Marchetti D. (2008). In-situ tests by seismic dilatometer (SDMT). Geotech. Spec. Pub. GSP 180, From Research to Practice in Geotechnical Engineering, 8–11.MarchettiS.MonacoP.TotaniG.MarchettiD.2008In-situ tests by seismic dilatometer (SDMT). Geotech. Spec. Pub. GSP 180From Research to Practice in Geotechnical Engineering811Search in Google Scholar
Massarsch, K. R. 2004. Deformation properties of fine-grained soils from seismic tests. Keynote lecture International Conference on Site Characterization, ISC’2, 19 – 22 Sept. 2004, Porto.MassarschK. R.2004Deformation properties of fine-grained soils from seismic testsKeynote lecture International Conference on Site Characterization, ISC’219 – 22 Sept. 2004PortoSearch in Google Scholar
Mayne P. W. (2001). Stress-strain-strength flow parameters from enhanced in-situ tests. Proc. of The International Conference on In-situ Measurement of Soil Properties and Case Histories. Bali, p. 27–48.MayneP. W.2001Stress-strain-strength flow parameters from enhanced in-situ testsProc. of The International Conference on In-situ Measurement of Soil Properties and Case HistoriesBali2748Search in Google Scholar
Mayne P. W. (2006). In-situ test calibration for evaluating soil parameters. In-situ testing. Singapore Workshop, 1–56.MayneP. W.2006In-situ test calibration for evaluating soil parametersIn-situ testing. Singapore Workshop156Search in Google Scholar
Mitchell J.K., Gardner (1975) In-situ measurements of volume changes characteristics. Proc. of ASCE Conference on In-situ Measurements of Soil Properties. North Carolina State University, Raleigh, Vol. II, 279–345.MitchellJ.K.Gardner1975In-situ measurements of volume changes characteristicsProc. of ASCE Conference on In-situ Measurements of Soil PropertiesNorth Carolina State University, RaleighII279345Search in Google Scholar
Młynarek Z. (1978) Czynniki wpływające na opór stożka podczas statycznego sondowania gruntów spoistych. Roczniki Akademii Rolniczej w Poznaniu, z.83 (in Polish).MłynarekZ.1978Czynniki wpływające na opór stożka podczas statycznego sondowania gruntów spoistychRoczniki Akademii Rolniczej w Poznaniuz.83 (in Polish).Search in Google Scholar
Młynarek Z. (2007). Site investigation and mapping in urban area. Proc. of 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid. Vol. 1 Edited by V. Cuéllar et al. Millpress Science Publishers, Rotterdam, 175–202.MłynarekZ.2007Site investigation and mapping in urban areaProc. of 14th European Conference on Soil Mechanics and Geotechnical EngineeringMadrid1Edited byCuéllarV.Millpress Science PublishersRotterdam175202Search in Google Scholar
Młynarek Z. (2009). Podłoże gruntowe, a awaria budowlana. Proc. of Konferencja Naukowo-Techniczna „Awarie Budowlane”, Szczecin-Międzyzdroje 2009 (in Polish).MłynarekZ.2009Podłoże gruntowe, a awaria budowlanaProc. of Konferencja Naukowo-Techniczna „Awarie Budowlane”Szczecin-Międzyzdroje 2009 (in Polish).Search in Google Scholar
Młynarek Z. (2010) Quality of in-situ and laboratory test contribution to risk management. Proc. of 14th Danube European Conference on Geotechnical Engineering. Bratislava, Slovakia, 2010.MłynarekZ.2010Quality of in-situ and laboratory test contribution to risk managementProc. of 14th Danube European Conference on Geotechnical EngineeringBratislava, Slovakia2010Search in Google Scholar
Młynarek Z. Stefaniak K., Wierzbicki J. (2012) Geotechnical parameters of alluvial soils from In-situ tests. Archives of Hydro-Engineering and Environmental Mechanics, vol.59, no. 1–2, 63–81.MłynarekZ.StefaniakK.WierzbickiJ.2012Geotechnical parameters of alluvial soils from In-situ testsArchives of Hydro-Engineering and Environmental Mechanics591–26381Search in Google Scholar
Młynarek Z. (2010). Regional report for East European countries. Proc. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA.MłynarekZ.2010Regional report for East European countriesProc. 2nd International Symposium on Cone Penetration TestingHuntington Beach, CA, USASearch in Google Scholar
Młynarek Z., Gogolik S., Gryczmański M., Uliniarz R. (2013) Settlement analysis of a cylindrical tank based on CPTU and SDMT results. Proc. of 4th Int. Conference Geotechnical Site Characterization. Recife, Frances Taylor, 2013, 1585–1590.MłynarekZ.GogolikS.GryczmańskiM.UliniarzR.2013Settlement analysis of a cylindrical tank based on CPTU and SDMT resultsProc. of 4th Int. Conference Geotechnical Site CharacterizationRecife, Frances Taylor201315851590Search in Google Scholar
Młynarek Z., Niedzielski A., Tschuschke W. (1982). The static penetration results of varved clays. Proc. of Second European Symposium on Penetration Testing, Amsterdam, Balkema, 715–720.MłynarekZ.NiedzielskiA.TschuschkeW.1982The static penetration results of varved claysProc. of Second European Symposium on Penetration TestingAmsterdam, Balkema715720Search in Google Scholar
Młynarek Z., Sanglerat G. (1981). The Bearing capacity equation for static sounding of Pliocene Clays. Proc. of 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 523–526.MłynarekZ.SangleratG.1981The Bearing capacity equation for static sounding of Pliocene ClaysProc. of 10th International Conference on Soil Mechanics and Foundation EngineeringStockholm523526Search in Google Scholar
Młynarek Z., Tschuschke W., Wierzbicki J., Marchetti S. (2006). An Interrelationships between shear and deformation parameters of gytia and peat from CPT and DMT tests. Proc. of XII Danube European Conference on Geotechnical Engineering, Ljubliana 2006, 89–95.MłynarekZ.TschuschkeW.WierzbickiJ.MarchettiS.2006An Interrelationships between shear and deformation parameters of gytia and peat from CPT and DMT testsProc. of XII Danube European Conference on Geotechnical EngineeringLjubliana20068995Search in Google Scholar
Młynarek Z., Wierzbicki J., Bogucki M. (2015). Geotechnical characterization of peat and gyttja by Means of Different In-situ Tests. Proc. of the XVI ECSMGE Geotechnical Engineering for Infrastructure and Development, Edinburgh, 3097–3102.MłynarekZ.WierzbickiJ.BoguckiM.2015Geotechnical characterization of peat and gyttja by Means of Different In-situ TestsProc. of the XVI ECSMGE Geotechnical Engineering for Infrastructure and DevelopmentEdinburgh30973102Search in Google Scholar
Młynarek Z., Wierzbicki J., Long M. (2008). Factors affecting CPTU and DMT characteristics in organic soils. Proc. of the 11th Baltic Sea Geotechnical Conference. (Eds: Z. Młynarek, Z. Sikora & E. Dembicki). Vol. 1, 407–417.MłynarekZ.WierzbickiJ.LongM.2008Factors affecting CPTU and DMT characteristics in organic soilsProc. of the 11th Baltic Sea Geotechnical ConferenceEds:MłynarekZ.SikoraZ.DembickiE.1407417Search in Google Scholar
Młynarek Z., Wierzbicki J., Lunne T. (2016) On the influence of overconsolidation effect on the compressibility assessment of subsoil by means of CPTU and DMT, Annals of Warsaw University of Life Sciences, Land Reclamation No 48 (3), 189–200.MłynarekZ.WierzbickiJ.LunneT.2016On the influence of overconsolidation effect on the compressibility assessment of subsoil by means of CPTU and DMT, Annals of Warsaw University of Life SciencesLand Reclamation483189200Search in Google Scholar
Młynarek Z., Wierzbicki J., Lunne T. (2021). Usefulness of the CPTU method in evaluating shear modulus G0 changes in the subsoil. Studia Geotechnica et Mechanica, 2021. 195–205.MłynarekZ.WierzbickiJ.LunneT.2021Usefulness of the CPTU method in evaluating shear modulus G0 changes in the subsoilStudia Geotechnica et Mechanica2021195205Search in Google Scholar
Młynarek Z., Wierzbicki J., Mańka M. (2015). Constrained, deformation and shear moduli of loesses from CPTU and SDMT tests. Proc. of 3rd International Conference on the Flat Dilatometer, Rome 2015, 579.MłynarekZ.WierzbickiJ.MańkaM.2015Constrained, deformation and shear moduli of loesses from CPTU and SDMT testsProc. of 3rd International Conference on the Flat DilatometerRome2015579Search in Google Scholar
Młynarek Z., Wierzbicki J., Monaco P. (2022). Use of the DMT and CPTU method to assess the G0 profile in the subsoil. Proc. of International Conference, Cone Penetration Testing, Bologne, Gottardi Guido, Tonni Laura (eds.): Cone Penetration Testing 2022, 2022, London, Taylor & Francis Group, CRC Press, 570–576.MłynarekZ.WierzbickiJ.MonacoP.2022Use of the DMT and CPTU method to assess the G0 profile in the subsoilProc. of International Conference, Cone Penetration TestingBologne, Gottardi Guido, Tonni Laura(eds.): Cone Penetration Testing 2022, 2022,LondonTaylor & Francis Group, CRC Press570576Search in Google Scholar
Młynarek Z., Wierzbicki J., Stefaniak K. (2013). Deformation characteristics of the overconsolidated subsoil form CPTU and SDMT tests. Geotechnical and Geophysical Site Characterization 4 – Proc. of the 4th International Conference on Site Characterization 4, ISC-4, 2013. Taylor&Francis Group, London, vol. 2, 1189–1193.MłynarekZ.WierzbickiJ.StefaniakK.2013Deformation characteristics of the overconsolidated subsoil form CPTU and SDMT testsGeotechnical and Geophysical Site Characterization 4 – Proc. of the 4th International Conference on Site Characterization 4, ISC-42013Taylor&Francis GroupLondon211891193Search in Google Scholar
Młynarek Z., Wierzbicki J., Stefaniak K. (2018). Czynniki wpływające na ocenę wskaźnika sztywności (IR) z badań in-situ. Acta Sci. Pol. Architectura, 17(3), 17–26.MłynarekZ.WierzbickiJ.StefaniakK.2018Czynniki wpływające na ocenę wskaźnika sztywności (IR) z badań in-situActa Sci. Pol. Architectura1731726Search in Google Scholar
Młynarek Z., Wierzbicki J., Wołyński W. (2005). Use of interpolation methods for geotechnical profiling. Studia Geotechnica et Mechanica, vol. XXVII, No 3–4, 5–13.MłynarekZ.WierzbickiJ.WołyńskiW.2005Use of interpolation methods for geotechnical profilingStudia Geotechnica et MechanicaXXVII3–4513Search in Google Scholar
Młynarek Z., Wierzbicki J., Wołyński W. (2007). An approach to 3D subsoil model based on CPTU results. Proc. of 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid. Vol. 3. Millpress, Rotterdam, 1721–1726.MłynarekZ.WierzbickiJ.WołyńskiW.2007An approach to 3D subsoil model based on CPTU resultsProc. of 14th European Conference on Soil Mechanics and Geotechnical EngineeringMadrid3MillpressRotterdam17211726Search in Google Scholar
Młynarek Z., Sanglerat G., Sanglerat Th. (1982). The statistical analysis of certain factors influencing cone resistance during static sounding of cohesive soils. Proc of 2nd European Symposium on Penetration Testing. Balkema, Amsterdam, 821–834.MłynarekZ.SangleratG.SangleratTh.1982The statistical analysis of certain factors influencing cone resistance during static sounding of cohesive soilsProc of 2nd European Symposium on Penetration TestingBalkema, Amsterdam821834Search in Google Scholar
Monaco P., Totani G., Calabrese M. (2007). DMT-Predicted vs Observed Settlements: A review of the available experience. Studia Geotechnica et Mechanica vol. XXIX No 1–2, 103–120.MonacoP.TotaniG.CalabreseM.2007DMT-Predicted vs Observed Settlements: A review of the available experienceStudia Geotechnica et MechanicaXXIX1–2103120Search in Google Scholar
Paniagua P., Lunne T., Gundersen A., Heureux L., Kasin K. (2021) CPTU results at a silt test site in Norway: effect of cone penetrometer type. IOP Conf. Ser.: Earth Environ. Sci. Volume 710, 18th Nordic Geotechnical Meeting 18–19 January 2021, Helsinki, Finland, 1–10.PaniaguaP.LunneT.GundersenA.HeureuxL.KasinK.2021CPTU results at a silt test site in Norway: effect of cone penetrometer typeIOP Conf. Ser.: Earth Environ. Sci. Volume 710, 18th Nordic Geotechnical Meeting18–19 January 2021Helsinki, Finland110Search in Google Scholar
Powel J.M., Lunne T. (2005). A comparison of different piezo cones in UK clays. Proc. of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Millpress Science Publishers/IOS Press, 729–734.PowelJ.M.LunneT.2005A comparison of different piezo cones in UK claysProc. of the 16th International Conference on Soil Mechanics and Geotechnical EngineeringOsakaMillpress Science Publishers/IOS Press729734Search in Google Scholar
Powell J.M. (2005). In situ testing. General report. Proc. of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Millpress Science Publishers/IOS Press, 729–734.PowellJ.M.2005In situ testing. General reportProc. of the 16th International Conference on Soil Mechanics and Geotechnical EngineeringOsakaMillpress Science Publishers/IOS Press729734Search in Google Scholar
Rabarijoely S. (1999). Wykorzystanie badań dylatometrycznych do wyznaczania parametrów gruntów organicznych obciążonych nasypem. PhD Thesis SGGW University Warsaw (in Polish).RabarijoelyS.1999Wykorzystanie badań dylatometrycznych do wyznaczania parametrów gruntów organicznych obciążonych nasypemPhD ThesisSGGW UniversityWarsaw (in Polish)Search in Google Scholar
Robertson P. (2009). Interpretation of cone penetration tests – a unified approach. Canadian Geotechnical Journal, 46, 1337–1355.RobertsonP.2009Interpretation of cone penetration tests – a unified approachCanadian Geotechnical Journal4613371355Search in Google Scholar
Robertson P.K, Cabal K.L. (2012). Guide to cone penetration testing for geotechnical engineering. Greg Drilling&Testing, Inc.RobertsonP.KCabalK.L.2012Guide to cone penetration testing for geotechnical engineeringGreg Drilling&Testing, Inc.Search in Google Scholar
Rząsa S., Młynarek Z. (1968). Właściwości fizyczne glin zwałowych zlodowacenia środkowopolskiego (Riss) Niziny Wielkopolskiej. Poznańskie Towarzystwo Przyjaciół Nauk Rolniczych i Leśnych, T. XXIV, Poznań, (in Polish).RząsaS.MłynarekZ.1968Właściwości fizyczne glin zwałowych zlodowacenia środkowopolskiego (Riss) Niziny WielkopolskiejPoznańskie Towarzystwo Przyjaciół Nauk Rolniczych i LeśnychXXIVPoznań(in Polish).Search in Google Scholar
Rzeźniczak, J., Młynarek, Z., Gogolik, S., & Michalak, J. (2019). Causes of failure of a four-store building and reconstruction concept. MATEC Web of conferences 284, 03008. ICSF Singh, S. (2020). Different causes of foundation failure. Civil Engineering Web.RzeźniczakJ.MłynarekZ.GogolikS.MichalakJ.2019Causes of failure of a four-store building and reconstruction conceptMATEC Web of conferences28403008ICSF Singh, S. (2020). Different causes of foundation failure. Civil Engineering Web.Search in Google Scholar
Sandbarkken G., Berre T., Lacasse S. (1986). Oedometer testing of the Norwegian Geotechnical Institute. Consolidation of soils; testing and evaluations. ASTM Special Technical Publication, 892.SandbarkkenG.BerreT.LacasseS.1986Oedometer testing of the Norwegian Geotechnical Institute. Consolidation of soils; testing and evaluationsASTM Special Technical Publication892Search in Google Scholar
Sanglerat G. (1972). The Penetrometer and Soil Exploration, Elsevier, Amsterdam.SangleratG.1972The Penetrometer and Soil ExplorationElsevierAmsterdamSearch in Google Scholar
Senneset K., Janbu N., Svano G. (1982). Strength and deformation parameters from cone penetration tests. Proc. of 2nd European Symposium on Penetration Testing ESOPT-II, Amsterdam, Balkema Pub. Rotterdam, 863–870.SennesetK.JanbuN.SvanoG.1982Strength and deformation parameters from cone penetration testsProc. of 2nd European Symposium on Penetration Testing ESOPT-IIAmsterdamBalkema Pub.Rotterdam863870Search in Google Scholar
Stefaniak K. (2014). Wybrane osady aluwialne jako podłoże budowlane i materiał do budowli ziemnych. PhD thesis (in Polish). University of Life Science, Poznań, Poland.StefaniakK.2014Wybrane osady aluwialne jako podłoże budowlane i materiał do budowli ziemnychPhD thesis (in Polish).University of Life SciencePoznań, PolandSearch in Google Scholar
Tanaka H., Nishida K. (2007). Suction and shear wave velocity measurements for assessing sample quality. Studia Geotechnica et Mechanica, No 1–2, 163–175.TanakaH.NishidaK.2007Suction and shear wave velocity measurements for assessing sample qualityStudia Geotechnica et Mechanica1–2163175Search in Google Scholar
Topolnicki M., Kłosiński B., (2023) Wytyczne wzmacniania podłoża gruntowego kolumnami sztywnymi. Wydawnictwo Naukowe PWN SA (in Polish).TopolnickiM.KłosińskiB.2023Wytyczne wzmacniania podłoża gruntowego kolumnami sztywnymiWydawnictwo Naukowe PWN SA(in Polish).Search in Google Scholar
Wierzbicki J. (2010). Ocena prekonsolidacji podłoża metodami in-situ w aspekcie jego genezy. Rozprawy naukowe z. 410, Wydawnictwo Uniwersytetu Przyrodniczego w Poznaniu (in Polish).WierzbickiJ.2010Ocena prekonsolidacji podłoża metodami in-situ w aspekcie jego genezyRozprawy naukowe z. 410,Wydawnictwo Uniwersytetu Przyrodniczego w Poznaniu(in Polish).Search in Google Scholar
Winter B.J., Brown D.R., Michels K.M. (1991). Statistics Principal in Experimental Design. McGraw-Hill, New York.WinterB.J.BrownD.R.MichelsK.M.1991Statistics Principal in Experimental DesignMcGraw-HillNew YorkSearch in Google Scholar
You S. (2004). In-situ soil testing from mechanics to interpretation, J.K. Mitchell Lecture. Proc. of Int. Conference Geotechnical and Geophysical Site Characterization, ISC-2, Porto, Viana da Fonseca, Mayne (eds.), Millpress, 3–38.YouS.2004In-situ soil testing from mechanics to interpretation, J.K. Mitchell LectureProc. of Int. Conference Geotechnical and Geophysical Site Characterization, ISC-2PortoViana da FonsecaMayne(eds.),Millpress338Search in Google Scholar
Zięba Z. (2013). Wpływ cech kształtu cząstek drobnoziarnistych gruntów niespoistych na ich wodoprzepuszczalność. Uniwersytet Przyrodniczy we Wrocławiu, PhD thesis (in Polish).ZiębaZ.2013Wpływ cech kształtu cząstek drobnoziarnistych gruntów niespoistych na ich wodoprzepuszczalnośćUniwersytet Przyrodniczy we WrocławiuPhD thesis (in Polish).Search in Google Scholar