This work is licensed under the Creative Commons Attribution 4.0 International License.
Becker, D.B., Crooks, J.H.A., Been, K., & Jefferies M.G. (1987). Work as a criterion for determining in situ and yield stresses in clays. Canadian Geotechnical Journal, Vol. 24 (4), 549–564.BeckerD.B.CrooksJ.H.A.BeenK.JefferiesM.G.1987Work as a criterion for determining in situ and yield stresses in claysCanadian Geotechnical Journal244549564Search in Google Scholar
Boone, S. J. (2010). A critical reappraisal of “preconsolidation pressure” interpretations using the oedometer test. Canadian Geotechnical Journal, 47, 281 – 296.BooneS. J.2010A critical reappraisal of “preconsolidation pressure” interpretations using the oedometer testCanadian Geotechnical Journal47281296Search in Google Scholar
Burland, J.B. (1990). On the compressibility and shear strength of natural clays. Gèotechnique, Vol. 40 (3), 329–378.BurlandJ.B.1990On the compressibility and shear strength of natural claysGèotechnique403329378Search in Google Scholar
Burmister D.M. (1951). The application of controlled test methods in consolidation testing. Consolidation Testing of Soils. American Society for Testing Materials, 126, 83–91.BurmisterD.M.1951The application of controlled test methods in consolidation testing. Consolidation Testing of SoilsAmerican Society for Testing Materials1268391Search in Google Scholar
Butterfield, R. (1979). A natural compression law for soils (an advance on e-logp′). Géotechnique, Vol. 24 (4), 469–479.ButterfieldR.1979A natural compression law for soils (an advance on e-logp′)Géotechnique244469479Search in Google Scholar
Casagrande, A. (1936). Determination of the Pre-consolidation load and its practical significance. Proceedings, 1st International Conference on Soil Mechanics and Foundation Engineering, Cambridge, Vol. 3, 60–64CasagrandeA.1936Determination of the Pre-consolidation load and its practical significanceProceedings, 1st International Conference on Soil Mechanics and Foundation EngineeringCambridge36064Search in Google Scholar
Crawford, C.B. (1964). Interpretation of Consolidation Tests. Journal of Soil Mechanics and Foundations Division ASCE, Vol. 90, SM 5.CrawfordC.B.1964Interpretation of Consolidation TestsJournal of Soil Mechanics and Foundations Division ASCE90SM 5.Search in Google Scholar
Das, B.M. (1983). Advanced Soil Mechanics, Hemisphere Publishing Corporation, Washington.DasB.M.1983Advanced Soil MechanicsHemisphere Publishing CorporationWashingtonSearch in Google Scholar
Grønbech, G.L., Ibsen, L., B., & Nielsen, B.N.(2015). Preconsolidation of Søvind Marl - a highly fissured Eocene clay. ASTM Geotechnical testing Journal, Vol.38, No.4, 501–510.GrønbechG.L.IbsenL., B.NielsenB.N.2015Preconsolidation of Søvind Marl - a highly fissured Eocene clayASTM Geotechnical testing Journal384501510Search in Google Scholar
Jamiolkowski, M., Ladd, C.C., Germaine, J.T., & Lancellotta, R. (1985) New developments in field and laboratory testing of soils. 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 57–154.JamiolkowskiM.LaddC.C.GermaineJ.T.LancellottaR.1985New developments in field and laboratory testing of soils11th International Conference on Soil Mechanics and Foundation EngineeringSan Francisco57154Search in Google Scholar
Janbu, N. (1969). The resistance concept applied to deformation of soils. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 25–29 August 1969. A.A. Balkema, Rotterdam, the Netherlands. Vol. 1, 191–196.JanbuN.1969The resistance concept applied to deformation of soilsProceedings of the 7th International Conference on Soil Mechanics and Foundation EngineeringMexico City25–29 August 1969A.A. BalkemaRotterdam, the Netherlands1191196Search in Google Scholar
Janbu, N., & Senneset, K. (1979). Interpretation Procedures for Obtaining Soil Deformation Parameters, Proceedings of the 7th ESCMFE, Brighton, Vol. 1, 185–188.JanbuN.SennesetK.1979Interpretation Procedures for Obtaining Soil Deformation ParametersProceedings of the 7th ESCMFEBrighton1185188Search in Google Scholar
Jose, B.T., Sridharan, A., & Abraham, B.M. (1989). Log-log method for determination of preconsolidation pressure. Geotechnical Testing Journal, 12, 230–237.JoseB.T.SridharanA.AbrahamB.M.1989Log-log method for determination of preconsolidation pressureGeotechnical Testing Journal12230237Search in Google Scholar
Józsa, V., (2016) Estimation and Separation of Preconsolidation Stress Using Triaxial, and Oedometer Test in Kiscelli Clay. Periodica Polytechnica of Civil Engineering, 60(2), pp. 297–304.JózsaV.2016Estimation and Separation of Preconsolidation Stress Using Triaxial, and Oedometer Test in Kiscelli ClayPeriodica Polytechnica of Civil Engineering602297304Search in Google Scholar
Kootahi, K. & Mayne, P.W. (2018). A two-fold empirical approach for estimating the preconsolidation stress in clay deposits. Proceedings, 4th GeoShanghai International Conference.KootahiK.MayneP.W.2018A two-fold empirical approach for estimating the preconsolidation stress in clay depositsProceedings, 4th GeoShanghai International ConferenceSearch in Google Scholar
Ladd, C.C. & Foott, R. (1974). New design procedure for stability of soft clays. Journal of Geotechnical Engineering ASCE 100 (7), 763–786.LaddC.C.FoottR.1974New design procedure for stability of soft claysJournal of Geotechnical Engineering ASCE1007763786Search in Google Scholar
Ladd, C.C., Foott, R., Ishihara, K., Schlosser, F., & Poulos, H. (1977): Stress-deformation ana strength characteristics. Proceedings. 9th International Conference on Soil Mechanics and Foundatien Engineering, Tokyo. Vol,2, State of-the-Art Report, 421–494.LaddC.C.FoottR.IshiharaK.SchlosserF.PoulosH.1977Stress-deformation ana strength characteristicsProceedings. 9th International Conference on Soil Mechanics and Foundatien EngineeringTokyo2State of-the-Art Report,421494Search in Google Scholar
Lipiński. M. J. & Wdowska, M. (2017). A new method for evaluation of yield stress in cohesive soils. 19th International Conference on Soil Mechanics and Geotechnical Engineering: Sep. 17 –22, 2017, Coex, Seoul, Koreae : proceedings. - Seoul : Korea Geotechnical Society, 435–438.LipińskiM. J.WdowskaM.2017A new method for evaluation of yield stress in cohesive soils19th International Conference on Soil Mechanics and Geotechnical EngineeringSep. 17 –22, 2017Coex, Seoul, Koreae : proceedings. - Seoul : Korea Geotechnical Society435438Search in Google Scholar
Marks, L. (2005). Pleistocene glacial limits in the territory of Poland. Przegląd Geologiczny, Vol. 53, nr 10/2, 988–993MarksL.2005Pleistocene glacial limits in the territory of PolandPrzegląd Geologiczny5310/2988993Search in Google Scholar
Mayne, P.W. (2007). In-situ test calibrations for evaluating soil parameters, characterization & engineering properties of natural soils. Proc. Singapore 2006, Taylor & Francis Group, London, v. 3, 1602–1652.MayneP.W.2007In-situ test calibrations for evaluating soil parameters, characterization & engineering properties of natural soilsProc. Singapore 2006, Taylor & Francis Group, London316021652Search in Google Scholar
Pacheco Silva, F. (1970). A new graphical construction for determination of the pre-consolidation stress of a soil sample. Proceedings of the 4th Brazilian Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil., Vol. 2 (1), 225–232.Pacheco SilvaF.1970A new graphical construction for determination of the pre-consolidation stress of a soil sampleProceedings of the 4th Brazilian Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil.21225232Search in Google Scholar
Sällfors, G. (1975). Preconsolidation pressure of soft high plastic clays. Ph.D. Thesis, Department of Geotechnical Engineering, Gothenburg, Sweden.SällforsG.1975Preconsolidation pressure of soft high plastic claysPh.D. Thesis,Department of Geotechnical EngineeringGothenburg, SwedenSearch in Google Scholar
Schmertmann, J.H. (1955). The undisturbed consolidation behavior of clay. Transactions of the American Society of Civil Engineers, 120, 1201–1233.SchmertmannJ.H.1955The undisturbed consolidation behavior of clayTransactions of the American Society of Civil Engineers12012011233Search in Google Scholar
Şenol A., Seglamer A. (2000) Determination of Pre-consolidation Pressure with a New “Strain Energy – Log Stress” Method. Electronic Journal of Geotechnical Engineering, 1–11.ŞenolA.SeglamerA.2000Determination of Pre-consolidation Pressure with a New “Strain Energy – Log Stress” MethodElectronic Journal of Geotechnical Engineering111Search in Google Scholar
Şenol, A., Hatipoglu, M. & Ozudogru, T.Y. (2005). The evaluation of pre-consolidation pressure results of “CL” subgrades. GeoProb 2005 – International Conference on Problematic Soils, Famagusta, TRN Cyprus.ŞenolA.HatipogluM.OzudogruT.Y.2005The evaluation of pre-consolidation pressure results of “CL” subgradesGeoProb 2005 – International Conference on Problematic SoilsFamagusta, TRN CyprusSearch in Google Scholar
Tavenas, F., Mieussens, C. & Bourges, F. (1979). Lateral displacements in clay foundations under embankments. Canadian Geotechnical Journal, 16 (3), 532–550.TavenasF.MieussensC.BourgesF.1979Lateral displacements in clay foundations under embankmentsCanadian Geotechnical Journal163532550Search in Google Scholar
Van Zelst, T.W. (1948). An Investigation of the Factors Affecting Laboratory Consolidation of Clay. Proceedings, 2nd International Conference on Soil Mechanics, Rotterdam, Vol. 7, 52–61.Van ZelstT.W.1948An Investigation of the Factors Affecting Laboratory Consolidation of ClayProceedings, 2nd International Conference on Soil Mechanics, Rotterdam75261Search in Google Scholar
Wdowska, M., (2010). Influence of stress history on deformation parameters of cohesive soils. PhD thesis (in Polish). Warsaw University of Life Sciences. Warsaw.WdowskaM.2010Influence of stress history on deformation parameters of cohesive soilsPhD thesis (in Polish).Warsaw University of Life SciencesWarsawSearch in Google Scholar