This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Chu, J., Varaskin, S., Klotz, U., & Menge, P. (2009). Construction Processes. In M. Hanza, M. Shahien & Y. El-Mossallamy (Eds.), The Academia and Practice of Geotechnical Engineering (3006–3135). IOS Press/Millpress Science Pub.ChuJ.VaraskinS.KlotzU.MengeP.2009Construction ProcessesInHanzaM.ShahienM.El-MossallamyY.(Eds.),The Academia and Practice of Geotechnical Engineering30063135IOS Press/Millpress Science PubSearch in Google Scholar
Harlten, J. (1996). Methods of Construction. In J. Harlten & W. Wolski (Eds.), Embankments on Organic Soils. Amsterdam: Elsevier Science B.V.HarltenJ.1996Methods of ConstructionInHarltenJ.WolskiW.(Eds.),Embankments on Organic SoilsAmsterdamElsevier Science B.V.Search in Google Scholar
Huat, B. B. K., Prasad, A., Asadi, A., & Kazemian, S. (2014). Geotechnics of Organic Soils and Peat. London: Taylor & Francis Group.HuatB. B. K.PrasadA.AsadiA.KazemianS.2014Geotechnics of Organic Soils and PeatLondonTaylor & Francis GroupSearch in Google Scholar
Nicholson, P. G. (2015). Soil improvement and ground modification methods. Waltham: Elsevier Inc.NicholsonP. G.2015Soil improvement and ground modification methodsWalthamElsevier Inc.Search in Google Scholar
Meyer, Z., Sobolewski, J., & Łopatka, A. (2015). Kolumny piaskowe w otoczce geosyntetycznej. Prezentacja nowego opisu matematycznego systemu GEC poprzez studium najważniejszych parametrów (Sand geosynthetic encased columns. Presentation of the new mathematical description of the GEC system through studying the most critical parameters). Inżynieria Morska i Geotechnika, 3, 428–433.MeyerZ.SobolewskiJ.ŁopatkaA.2015Kolumny piaskowe w otoczce geosyntetycznej. Prezentacja nowego opisu matematycznego systemu GEC poprzez studium najważniejszych parametrów (Sand geosynthetic encased columns. Presentation of the new mathematical description of the GEC system through studying the most critical parameters)Inżynieria Morska i Geotechnika3428433Search in Google Scholar
EBGEO (2011). Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements. Berlin, Germany: Ernst & Sohn, A Wiley Company.EBGEO2011Recommendations for Design and Analysis of Earth Structures using Geosynthetic ReinforcementsBerlin, GermanyErnst & Sohn, A Wiley CompanySearch in Google Scholar
Huat, B. B. K., Maail, S., & Mohammad, T. A. (2005). Effect of Chemical Admixtures on the Engineering Properties of Tropical Peat Soils. American Journal of Applied Sciences, 2(7), 1113–1120.HuatB. B. K.MaailS.MohammadT. A.2005Effect of Chemical Admixtures on the Engineering Properties of Tropical Peat SoilsAmerican Journal of Applied Sciences2711131120Search in Google Scholar
Lechowicz, Z., & Szymański, A. (2002). Odkształcenia i stateczność nasypów na gruntach organicznych (Deformation and stability of embankments on organic soils). Warsaw, Poland: Warsaw University of Life Sciences Press.LechowiczZ.SzymańskiA.2002Odkształcenia i stateczność nasypów na gruntach organicznych (Deformation and stability of embankments on organic soils)Warsaw, PolandWarsaw University of Life Sciences PressSearch in Google Scholar
Tankiewicz, M., & Bagińska, I. (2021). Assessment and Verification of Correlations in CPTu Testing on the Example of Soil from the Wroclaw Surroundings (Poland). Archives of Mining Sciences, 66(2), 313–327.TankiewiczM.BagińskaI.2021Assessment and Verification of Correlations in CPTu Testing on the Example of Soil from the Wroclaw Surroundings (Poland)Archives of Mining Sciences662313327Search in Google Scholar
Eslami, A., Moshfeghi, S., MolaAbasi, H., & Eslami, M. (2019). Piezocone and Cone Penetration Test (CPTu and CPT) Applications in Foundation Engineering. Oxford, England; Cambridge, Massachusetts: Butterworth-Heinemann.EslamiA.MoshfeghiS.MolaAbasiH.EslamiM.2019Piezocone and Cone Penetration Test (CPTu and CPT) Applications in Foundation EngineeringOxford, England; Cambridge, MassachusettsButterworth-HeinemannSearch in Google Scholar
Lunne, T., Robertson, P. K., & Powell, J. J. M. (1997). Cone Penetration Testing in Geotechnical Practice. New York, USA: Blackie Academic, EF & FN Spon.LunneT.RobertsonP. K.PowellJ. J. M.1997Cone Penetration Testing in Geotechnical PracticeNew York, USABlackie Academic, EF & FN SponSearch in Google Scholar
Mayne, P. W. (2006). In-Situ Test Calibrations for Evaluating Soil Parameters. In T. S. Tan, K. K. Phoon, D. W. Hight & S. Leroueil (Eds.), Characterisation and Engineering Properties of Natural Soils, 3, 1–56. CRC Press.MayneP. W.2006In-Situ Test Calibrations for Evaluating Soil ParametersInTanT. S.PhoonK. K.HightD. W.LeroueilS.(Eds.),Characterisation and Engineering Properties of Natural Soils3156CRC PressSearch in Google Scholar
Mayne, P. W. (2007). Cone penetration testing: A synthesis of highway practice. Washington, D.C., USA: Transportation Research Board.MayneP. W.2007Cone penetration testing: A synthesis of highway practiceWashington, D.C., USATransportation Research BoardSearch in Google Scholar
Robertson, P. K. (2009). Interpretation of cone penetration tests – a unified approach. Canadian Geotechnical Journal, 46(11), 1337–1355.RobertsonP. K.2009Interpretation of cone penetration tests – a unified approachCanadian Geotechnical Journal461113371355Search in Google Scholar
Robertson, P. K., & Cabal, K. L. (2015). Cone Penetration Testing for Geotechnical Engineering. Signal Hill, California: Gregg Drilling & Testing, Inc.RobertsonP. K.CabalK. L.2015Cone Penetration Testing for Geotechnical EngineeringSignal Hill, CaliforniaGregg Drilling & Testing, Inc.Search in Google Scholar
Majtyka, T. (2013). Peat deposits in Poland. http://commons.wikimedia.org/wiki/File:PL_torf_złoża.png. Accessed 9 April 2022.MajtykaT.2013Peat deposits in Polandhttp://commons.wikimedia.org/wiki/File:PL_torf_złoża.png. Accessed 9 April 2022.Search in Google Scholar
Lambe, T. W., & Whitman, R. V. (1969). Soil Mechanics. New York, USA: John Wiley & Sons.LambeT. W.WhitmanR. V.1969Soil MechanicsNew York, USAJohn Wiley & SonsSearch in Google Scholar
European Committee for Standardization (2007). EN 1997–2:2007: Eurocode 7 – Geotechnical design – Part 2: Ground investigation and testing.European Committee for Standardization2007EN 1997–2:2007: Eurocode 7 – Geotechnical design – Part 2: Ground investigation and testingSearch in Google Scholar
Sanglerat, G. (1972). The penetrometer and soil exploration. Vol. 1 (2nd ed.). Amsterdam, Netherlands: Elsevier Scientific Publishing Company.SangleratG.1972The penetrometer and soil exploration12nd ed.Amsterdam, NetherlandsElsevier Scientific Publishing CompanySearch in Google Scholar
Meigh, A. C. (1987). Cone penetration testing: methods and interpretation. London, United Kingdom: Construction Industry Research and Information Association.MeighA. C.1987Cone penetration testing: methods and interpretationLondon, United KingdomConstruction Industry Research and Information AssociationSearch in Google Scholar
Senneset, K., Sandven, R., & Janbu, N. (1989). Evaluation of Soil Parameters from Piezocone Tests. In E. T. Crump, N. C. Kassabian, R. S. Pitt, A. G. Tobias & K. P. O’Leary (Eds.), In situ testing of soil properties for transportation. Transportation Research record 1235, 24–37. Washington, D.C., USA: Transportation Research Board.SennesetK.SandvenR.JanbuN.1989Evaluation of Soil Parameters from Piezocone TestsInCrumpE. T.KassabianN. C.PittR. S.TobiasA. G.O’LearyK. P.(Eds.),In situ testing of soil properties for transportation. Transportation Research record12352437Washington, D.C., USATransportation Research BoardSearch in Google Scholar
Schmertmann, J. H. (1978). Guidelines for cone penetration test: performance and design. Washington, D.C., USA: Federal Highway Administration.SchmertmannJ. H.1978Guidelines for cone penetration test: performance and designWashington, D.C., USAFederal Highway AdministrationSearch in Google Scholar
Wierzbicki, J. (2020). Sondowania statyczne CPT/CPTU (Static soundnigs CPT/CPTU). In M. Tarnawski (Ed.), Badanie podłoża budowli. Metody polowe, 228–303. Warsaw, Poland: PWN.WierzbickiJ.2020Sondowania statyczne CPT/CPTU (Static soundnigs CPT/CPTU)InTarnawskiM.(Ed.),Badanie podłoża budowli. Metody polowe228303Warsaw, PolandPWNSearch in Google Scholar
Schnaid, F. (2009). In situ testing in geomechanics. London – New York: Taylor & Francis.SchnaidF.2009In situ testing in geomechanicsLondon – New YorkTaylor & FrancisSearch in Google Scholar
Senneset, K., Janbu, N., & Svano, G. (1982). Strength and deformation parameters from cone penetration tests. In A. Verruijt (Ed.), Penetration testing: proceedings of the second European symposium on penetration testing, 863–870. Balkema Publ.SennesetK.JanbuN.SvanoG.1982Strength and deformation parameters from cone penetration testsInVerruijtA.(Ed.),Penetration testing: proceedings of the second European symposium on penetration testing863870Balkema Publ.Search in Google Scholar
Sandven, R., Senneset, K., & Janbu, N. (1988). Interpretation of piezocone tests in cohesive soils. In J. de Ruiter (Ed.), Penetration testing: proceedings of the First International Symposium on Penetration Testing, 939–953. Balkema Publ.SandvenR.SennesetK.JanbuN.1988Interpretation of piezocone tests in cohesive soilsInde RuiterJ.(Ed.),Penetration testing: proceedings of the First International Symposium on Penetration Testing939953Balkema Publ.Search in Google Scholar
Tschuschke, W. (2013). Identyfikacja konsystencji gruntów mało spoistych na podstawie charakterystyk penetracji z badania statycznego sondowania (Identification of consistency of low cohesive soils based on penetration characteristics from static sounding test). Civil and Environmental Engineering, 4, 247–252.TschuschkeW.2013Identyfikacja konsystencji gruntów mało spoistych na podstawie charakterystyk penetracji z badania statycznego sondowania (Identification of consistency of low cohesive soils based on penetration characteristics from static sounding test)Civil and Environmental Engineering4247252Search in Google Scholar
Jednacz, P. (2007). Interpretacja i porównanie wyników sondowań CPTU oraz wybranych testów in situ w pyłach okolic Krakowa w odniesieniu do badań laboratoryjnych (Interpretation and comparison of CPTU soundings results and other selected in situ tests conducted in silts near the Krakow site in relation to laboratory tests). Górnictwo i Geoinżynieria, 31(3), 209–215.JednaczP.2007Interpretacja i porównanie wyników sondowań CPTU oraz wybranych testów in situ w pyłach okolic Krakowa w odniesieniu do badań laboratoryjnych (Interpretation and comparison of CPTU soundings results and other selected in situ tests conducted in silts near the Krakow site in relation to laboratory tests)Górnictwo i Geoinżynieria313209215Search in Google Scholar