This work is licensed under the Creative Commons Attribution 4.0 International License.
Borowczyk, M., & Frankowski, Z. B. (1981). Dynamic and static sounding results interpretation. Soil Mechanics and Foundation Engineering. Proc. 10th International Conference, Stockholm, June 1981. Vol. 2, (A.A. Balkema).BorowczykM.FrankowskiZ. B.1981Dynamic and static sounding results interpretationSoil Mechanics and Foundation Engineering. Proc. 10th International ConferenceStockholmJune 19812(A.A. Balkema).Search in Google Scholar
EN1997-2:2007. Eurocode 7. Geotechnical design - Part 2: Ground investigation and testing. CEN, Brussels.EN1997-2:2007Eurocode 7. Geotechnical design - Part 2: Ground investigation and testingCEN, Brussels.Search in Google Scholar
Gruchot, A. (2019). Assessment of soil compaction and shear strength of the side dam of the Maziarnia water reservoir. Acta Scientiarum Polonorum Formatio Circumiectus, 18(3), 133–147. https://doi.org/10.15576/asp.fc/2019.18.3.133GruchotA.2019Assessment of soil compaction and shear strength of the side dam of the Maziarnia water reservoirActa Scientiarum Polonorum Formatio Circumiectus183133147https://doi.org/10.15576/asp.fc/2019.18.3.133Search in Google Scholar
Hawrysz, M., & Stróżyk, J. (2015). The controversial interpretation of dynamic probing results in engineering practice. Inżynieria Morska i Geotechnika, 3, 203–207. (in Polish)HawryszM.StróżykJ.2015The controversial interpretation of dynamic probing results in engineering practiceInżynieria Morska i Geotechnika3203207(in Polish)Search in Google Scholar
Jamiolkowski, M., Leroueil, S., & lo Presti, D.C.F. (1991). Design parameters from theory to practice. Proceedings of the International Conference on Geotechnical Engineering for Coastal Development, Yokohama, Japan.JamiolkowskiM.LeroueilS.lo PrestiD.C.F.1991Design parameters from theory to practiceProceedings of the International Conference on Geotechnical Engineering for Coastal DevelopmentYokohama, JapanSearch in Google Scholar
Jamiolkowski, M., lo Presti, D. C. F., & Manassero, M. (2003). Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT. https://doi.org/10.1061/40659(2003)7JamiolkowskiM.lo PrestiD. C. F.ManasseroM.2003Evaluation of Relative Density and Shear Strength of Sands from CPT and DMThttps://doi.org/10.1061/40659(2003)7Search in Google Scholar
Jamiolkowski, M., lo Presti, D.C.F., & Manassero, M. (2001). Evaluation of relative density and shear strength of sands from cone penetration test (CPT) and flat dilatometer test (DMT). ASCE Geotechnical Special Publication No. 119, 201–238.JamiolkowskiM.lo PrestiD.C.F.ManasseroM.2001Evaluation of relative density and shear strength of sands from cone penetration test (CPT) and flat dilatometer test (DMT)ASCE Geotechnical Special Publication No. 119201238Search in Google Scholar
Koda, E., Tkaczyk, A., Lech, M., & Osiński, P. (2017). Application of Electrical Resistivity Data Sets for the Evaluation of the Pollution Concentration Level within Landfill Subsoil. Applied Sciences, 7(3):262, https://doi.org/10.3390/app7030262KodaE.TkaczykA.LechM.OsińskiP.2017Application of Electrical Resistivity Data Sets for the Evaluation of the Pollution Concentration Level within Landfill SubsoilApplied Sciences73262https://doi.org/10.3390/app7030262Search in Google Scholar
Larsson, R. (1989). The dilatometer test for assessing soil layer sequences and properties in the ground. Swedish Geotechnical Institute, Linköping, Information No. 10. (in Swedish)LarssonR.1989The dilatometer test for assessing soil layer sequences and properties in the groundSwedish Geotechnical Institute, Linköping, Information No. 10(in Swedish)Search in Google Scholar
Lech, M., Skutnik, Z., Bajda, M., & Markowska-Lech, K. (2020). Applications of Electrical Resistivity Surveys in Solving Selected Geotechnical and Environmental Problems. Applied Sciences. 2020; 10(7):2263. https://doi.org/10.3390/app10072263LechM.SkutnikZ.BajdaM.Markowska-LechK.2020Applications of Electrical Resistivity Surveys in Solving Selected Geotechnical and Environmental ProblemsApplied Sciences20201072263https://doi.org/10.3390/app10072263Search in Google Scholar
Marchetti, S. (1980). In Situ Tests by Flat Dilatometer. J. Geotech. Geoenviron. Eng, 106, 299–321.MarchettiS.1980In Situ Tests by Flat DilatometerJ. Geotech. Geoenviron. Eng106299321Search in Google Scholar
Marchetti, S. (1992). The Flat Dilatometer Test. U.S. Department of Transportation Federal Highway Administration Publication No FHWA-SA-91-044.MarchettiS.1992The Flat Dilatometer TestU.S. Department of Transportation Federal Highway Administration Publication No FHWA-SA-91-044Search in Google Scholar
Marchetti, S., & Monaco, P. a. V. (2018). Recent improvements in the use, interpretation, and applications of DMT and SDMT in practice. Geotechnical Testing Journal, 41(5) https://doi.org/10.1520/gtj2017038MarchettiS.MonacoP. a. V.2018Recent improvements in the use, interpretation, and applications of DMT and SDMT in practiceGeotechnical Testing Journal415https://doi.org/10.1520/gtj2017038Search in Google Scholar
Mayne, P. W., Christopher, B. R., & DeJong, J. (2002). Subsurface Investigations — Geotechnical Site Characterization Reference Manual. U.S. Department of Transportation Federal Highway Administration NHI Course No. 132031, 132031.MayneP. W.ChristopherB. R.DeJongJ.2002Subsurface Investigations — Geotechnical Site Characterization Reference ManualU.S. Department of Transportation Federal Highway Administration NHI Course No. 132031132031.Search in Google Scholar
Meardi, G. (1971). Discussion: The Correlation of Cone Size in the Dynamic Cone Penetration Test with the Standard Penetration Test. Geotechnique, 21, 184–190.MeardiG.1971Discussion: The Correlation of Cone Size in the Dynamic Cone Penetration Test with the Standard Penetration TestGeotechnique21184190Search in Google Scholar
Młynarek, Z. (2013). Session report: Direct push-in in situ test. Geotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-4, 1.MłynarekZ.2013Session report: Direct push-in in situ testGeotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-41.Search in Google Scholar
Młynarek, Z., Wierzbicki, J., & Wołyński W. (2018). Use of functional cluster analysis of CPTU data for assessment of a subsoil rigidity. Studia Geotechnica et Mechanica, 40(2): 117–124. https://doi.org/10.2478/sgem-2018-0017MłynarekZ.WierzbickiJ.WołyńskiW.2018Use of functional cluster analysis of CPTU data for assessment of a subsoil rigidityStudia Geotechnica et Mechanica402117124https://doi.org/10.2478/sgem-2018-0017Search 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, 43(3) 195–205. https://doi.org/10.2478/sgem-2021-0008MłynarekZ.WierzbickiJ.LunneT.2021Usefulness of the CPTU method in evaluating shear modulus G0 changes in the subsoilStudia Geotechnica et Mechanica433195205https://doi.org/10.2478/sgem-2021-0008Search in Google Scholar
Nepelski, K. (2020). Interpretation of CPT and SDMT tests for Lublin loess soils exemplified by Cyprysowa research site. Budownictwo i Architektura, 18(3) 063–072. https://doi.org/10.35784/bud-arch.890.NepelskiK.2020Interpretation of CPT and SDMT tests for Lublin loess soils exemplified by Cyprysowa research siteBudownictwo i Architektura183063072https://doi.org/10.35784/bud-arch.890.Search in Google Scholar
Pinheiro, C., Molina-Gómez, F., Rios, S., Viana da Fonseca, A., & Miranda, T. (2018). Correlations between Dynamic Penetrometer Light and Cone Penetration Tests in Intermediate Soils: a Statistical Comparison. XIX Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica Geotecnia e Desenvolvimento Urbano COBRAMSEG 2018, Brasil, 1–9.PinheiroC.Molina-GómezF.RiosS.Viana da FonsecaA.MirandaT.2018Correlations between Dynamic Penetrometer Light and Cone Penetration Tests in Intermediate Soils: a Statistical ComparisonXIX Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica Geotecnia e Desenvolvimento Urbano COBRAMSEG 2018Brasil19Search in Google Scholar
PN-B-04452:2002. Geotechnics. In situ investigations. Polski Komitet Normalizacyjny, Warsaw. (in Polish).PN-B-04452:2002GeotechnicsIn situ investigations. Polski Komitet Normalizacyjny, Warsaw. (in Polish).Search in Google Scholar
Rabarijoely S. (2018). A New Approach to the Determination of Mineral and Organic Soil Types Based on Dilatometer Tests (DMT). Applied Sciences 8(11):2249. https://doi.org/10.3390/app8112249RabarijoelyS.2018A New Approach to the Determination of Mineral and Organic Soil Types Based on Dilatometer Tests (DMT)Applied Sciences8112249https://doi.org/10.3390/app8112249Search in Google Scholar
Rabarijoely, S., Lech, M., & Bajda, M. (2021). Determination of Relative Density and Degree of Saturation in Mineral Soils Based on In Situ Tests. Materials (Basel, Switzerland), 14(22), 6963. https://doi.org/10.3390/ma14226963RabarijoelyS.LechM.BajdaM.2021Determination of Relative Density and Degree of Saturation in Mineral Soils Based on In Situ TestsMaterials (Basel, Switzerland)14226963https://doi.org/10.3390/ma14226963Search in Google Scholar
Reynolds, J.M. (2011). An introduction to applied and environmental geophysics. John Wiley and Sons Ltd. New 437 York.ReynoldsJ.M.2011An introduction to applied and environmental geophysicsJohn Wiley and Sons Ltd.New 437 York.Search in Google Scholar
Tanaka, H., & Tanaka, M. (1998). Characterization of sandy soils using CPT and DMT. Soils and Foundations, 38(3). https://doi.org/10.3208/sandf.38.3_55TanakaH.TanakaM.1998Characterization of sandy soils using CPT and DMTSoils and Foundations383https://doi.org/10.3208/sandf.38.3_55Search in Google Scholar
Tarnawski M. (2010). The need for verification of the interpretation of dynamic tests. Inżynieria Morska i Geotechnika, 31(3), 441–443. (in Polish)TarnawskiM.2010The need for verification of the interpretation of dynamic testsInżynieria Morska i Geotechnika313441443(in Polish)Search in Google Scholar
Totani, G., Marchetti, S., Monaco, P., & Calabrese, M. (2001). Use of the Flat Dilatometer Test (DMT) in geotechnical design. Intnl. Conf. On In situ Measurement of Soil Properties, Bali, Indonesia, 1–6.TotaniG.MarchettiS.MonacoP.CalabreseM.2001Use of the Flat Dilatometer Test (DMT) in geotechnical designIntnl. Conf. On In situ Measurement of Soil PropertiesBali, Indonesia16Search in Google Scholar
Ura, M., & Tarnawski, M. (2014). Interpretation of relative density of non-cohesive soils on the grounds of static and dynamic penetrometer results. Przegląd geologiczny, 62(10/2), 715–720 (in Polish).UraM.TarnawskiM.2014Interpretation of relative density of non-cohesive soils on the grounds of static and dynamic penetrometer resultsPrzegląd geologiczny6210/2715720(in Polish).Search in Google Scholar
Virsis, E., Paeglitis, A., & Jateikienė, L. (2023). Analysis of Physical and Mechanical Soil Properties Determined Using Interpretations of Dilatometer Test (DMT) and Cone Penetration Test (CPT) Methods. The Baltic Journal of Road and Bridge Engineering 18(2)https://doi.org/10.7250/bjrbe.2023-18.605VirsisE.PaeglitisA.JateikienėL.2023Analysis of Physical and Mechanical Soil Properties Determined Using Interpretations of Dilatometer Test (DMT) and Cone Penetration Test (CPT) MethodsThe Baltic Journal of Road and Bridge Engineering182https://doi.org/10.7250/bjrbe.2023-18.605Search in Google Scholar