This work is licensed under the Creative Commons Attribution 4.0 International License.
Terzaghi K., Peck R.B., Mesri G.; Soil Mechanics in Engineering Practice. New York, John Wiley & Sons, 1996Search in Google Scholar
Muir Wood D.; Soil behaviour and critical state soil mechanics. New York, Cambridge University Press, 199010.1017/CBO9781139878272Search in Google Scholar
Kuwano J., Katagiri M.; Recent state of laboratory stress-strain tests on geomaterials in Japan, in Advanced Laboratory Stress-Strain Testing of Geomaterials, A.A. Balkema Publishers, Tokyo, 2001; p.47-5210.1201/9781315136776-4Search in Google Scholar
Lipiński M.; Kryteria wyznaczania parametrów geotechnicznych (Criteria for determination of geotechnical parameters). Warszawa, Wydawnictwo SGGW, 2013 (in Polish)Search in Google Scholar
Jastrzębska M., Łupieżowiec M.; The effect of the rate on the cyclic strains in the cohesive soils in the light of theoretical and laboratory tests Proc. 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, 2005; p.807-810Search in Google Scholar
Jastrzębska M.; The external and internal measurement effect on shear modulus distribution within cyclic small strains in triaxal studies on cohesive soil. Proc. International Conference on Experimental Mechanics ICEM14 Poitiers, France, EDP Sciences, 2010; p.1-810.1051/epjconf/20100622014Search in Google Scholar
Jastrzębska M.; Badania zachowania się gruntów spoistych poddanych obciążeniom cyklicznym w zakresie małych odkształceń (Investigations of the behaviour of cohesive soils subject to cyclic loads in the area of small deformations). Zeszyty Naukowe Politechniki Śląskiej, Gliwice, Poland, Wydawnictwo Politechniki Śląskiej, 2010; p.216 (in Polish)Search in Google Scholar
Kowalska M.; Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki (Parametric identification of soil models in geotechnical problems), PhD thesis, Department of Geotechnics, Silesian University of Technology, Gliwice, 2009 (in Polish)Search in Google Scholar
Kowalska M.; Influence of loading history and boundary conditions on parameters of soil constitutive models. Studia Geotechnica et Mechanica, Vol.34, No.1, 2012; p.15-3410.1515/sgem-2017-0020Search in Google Scholar
Cotecchia F., Chandler R.J.; The influence of structure on the pre-failure behaviour of a natural clay. Geotechnique, Vol.47, No.3, 1997; p.523-54410.1680/geot.1997.47.3.523Search in Google Scholar
Fearon R.E., Coop M.R.; Reconstitution: what makes an appropriate reference material? Geotechnique, Vol.50, No.4, 2000; p.471-47710.1680/geot.2000.50.4.471Search in Google Scholar
Sukolrat J.; Structure and destructuration of Bothkennar clay, PhD thesis, Department of Civil Engineering, University of Bristol, Bristol, 2007Search in Google Scholar
Coop M.; The influence of geology/geological history on the mechanics of soils – Keynote lecture. Proc. 4th International Workshop of Young Doctors in Geomechanics, Paris, 2012Search in Google Scholar
Leroueil S., Vaughan P.R.; The general and congruent effects of structure in natural soils and weak rocks. Geotechnique, Vol.40, No.3, 1990; p.467-48810.1680/geot.1990.40.3.467Search in Google Scholar
Raymond G., Towsend D., Lojkasek M.; The Effect of Sampling on the Undrained Soil Properties of a Leda Soil. Canadian Geotechnical Journal, Vol.8, No.4, 1971; p.546-55710.1139/t71-056Search in Google Scholar
Lunne T., Berre T., Strandvik S.; Sample disturbance effects in soft low plasticity Norwegian clay. Proc. Conference on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, 1997; p.81-102Search in Google Scholar
DeGroot D. J., Poirier S. E., Landon M. M.; Sample disturbance – soft clays. Studia Geotechnica et Mechanica, Vol.XXVII, No.3-4, 2005; p.91-105Search in Google Scholar
Chantawong S.; Probabilistic Definition of Soil Strength from Different Types of Samplers, M. Eng. thesis, Asian Institute of Technology, Bangkok, 1973Search in Google Scholar
Hvorslev M.J.; Subsurface Exploration and Sampling of Soils for Civil Engineering Purposes, US Army Engineer Waterways Experiment Station, Vicksburg, MS, 1949Search in Google Scholar
Hight D.W., Boese R., Butcher A.P., Clayton C.R.I., Smith P.R.; Disturbance of Bothkennar clay prior to laboratory testing. Geotechnique, Vol.42, No.2, 1992; p.199-21710.1680/geot.1992.42.2.199Search in Google Scholar
Hight D.W., Leroueil S.; Characterisation of soils for engineering purposes. Proc. Int. Workshop on Characterisation and Engineering Properties of Natural Soils, Singapore, A.A. Balkema Publishers, 2002; p.255-360Search in Google Scholar
Blivet J.C.; Prelevements pour essais de laboratoire: procedures (Performance of laboratory tests: procedures). Seminar proceedings., Paris, 2003 (in French)Search in Google Scholar
Ladd C.C., DeGroot D.J.; Recommended practice for soft ground site characterization: Arthur Casagrande lecture. Proc. 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, MIT, 2003; p.3-57Search in Google Scholar
Ladd C.C., Lambe T.W.; The Strength of “Undisturbed” Clay Determined from Undrained Tests. Proc. Symposium on Laboratory Shear Testing of Soils, Ottawa, Canada, American Society for Testing and Materials, 1963; p.342-37110.1520/STP30011SSearch in Google Scholar
Gilbert P.A.; Effect of sampling disturbance on laboratory-measured soil properties, Department of the Army. Waterways Experiment Station, US Army Corps of Engineers., Vicksburg, MS, 1992Search in Google Scholar
Baldi G., Height D.W., Thomas G.E.; A reevaluation of Conventional Triaxial Test Methods, in Advanced Triaxial Testing of Soil and Rock. Vol.ASTM STP 977, R.T. Donaghe, R.C. Chaney, and M.L. Silver, Editors, American Society for Testing and Materials, Louisville, Kentucky, 1988; p.219-26310.1520/STP29080SSearch in Google Scholar
La Rochelle P., Sarrailh J., Tavenas F., Leroueil S.; Causes of Sampling Disturbances and Design of a New Sampler for Sensitive Soils. Canadian Geotechnical Journal, Vol.18, No.1, 1981; p.52-6610.1139/t81-006Search in Google Scholar
Lefebvre G., Poulin C.; A new method of sampling in sensitive clay. Canadian Geotechnical Journal, Vol.16, No.1, 1979; p.226-23310.1139/t79-019Search in Google Scholar
Lacasse S., Berre T.; Triaxial testing methods for soils, in Advanced Triaxial Testing of Soil and Rock. Vol.ASTM STP 977, R.T. Donaghe, R.C. Chaney, and M.L. Silver, Editors, American Society for Testing and Materials, Philadelphia, 1988; p.264-289Search in Google Scholar
Zabielska-Adamska K., Pisarczyk S.; Wytrzymałość na ścinanie zagęszczonej mieszaniny popiołowo – żużlowej (Shear strength of fly ash – slag mixture). Proc. XLVIII Konferencja Naukowa KILiW PAN i KN PZiTB, Opole–Krynica, 2002; p.305-312 (in Polish)Search in Google Scholar
Zabielska-Adamska K.; Popiół lotny jako materiał do budowy warstw uszczelniających (Fly ash as a material for constructing sealing layers). Białystok, Wydawnictwo Politechniki Białostockiej, 2006 (in Polish)Search in Google Scholar
Jastrzębska M.; Kalibrowanie i weryfikacja jednopowierzchniowego sprężysto-plastycznego modelu gruntu o silnie nieliniowym wzmocnieniu anizotropowym (Calibration and verification of a single surface elasto-plasic model for soil with strongly nonlinear anisotropic hardening law), PhD thesis, Department of Geotechnics, Silesian University of Technology, Gliwice, 2002 (in Polish)Search in Google Scholar
Burland J.B.; On the compressibility and shear strength of natural clays. Geotechnique, Vol.40, No.3, 1990; p.329-37810.1680/geot.1990.40.3.329Search in Google Scholar
Leroueil S., Tavenas F., Locat J.; Discussion: Correlations between index tests and the properties of remoulded clays. (W.D. Carrier III and J.F. Beckman). Geotechnique, Vol.35, No.2, 1985; p.223-22610.1680/geot.1985.35.2.223Search in Google Scholar
Valls Marquez M., Chapman D.N., Ghataora G.S.; Preparation of stiff overconsolidated clay samples for study of soil deformations around tunnels. Proc. 10th IAEG International Congress on Engineering geology for tomorrow’s cities, Nottingham, United Kingdom, 2006; paper No.311Search in Google Scholar
Casagrande A.; The determination of the pre-consolidation load and its practical significance. Proc. First International Conference on Soil Mechanics and Foundation Engineering, Cambridge, MA, 1936; p.60-64Search in Google Scholar
Okada T., Tani K., Ootsu H., Toyooka Y., Hosono T., Tsujino T., Kimura H., Naya T., Kaneko S.; Development of in-situ triaxial test for rock masses. International Journal of the JCRM, Vol.2, No.1, 2006; p.7-12Search in Google Scholar
Reiffsteck P., Borel S.; Proposition d’une nouvelle technique d’essai en place: l’appareil triaxial in situ (Proposal of a new technique for in-situ tests: triaxial apparatus in situ). Proc. Symposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques PARAM 2002, Paris, Presses de l’ENPC / LCPC, 2002; p.295-302 (in French)Search in Google Scholar
Nguyen Pham P.T.; Etude en place et au laboratoire du comportement en petites déformations des sols argileux naturels (In situ and laboratory study of natural clayey soils behaviour under small deformations). PhD thesis, Division Mécanique des Sols des Roches et de la Géologie de l’Ingénieur, Ecole des Ponts ParisTech, Paris, 2008 (in French)Search in Google Scholar
Jastrzębska M., Pasieka M.; Wybrane metody badawcze we współczesnym laboratorium geotechnicznym: od podłoża do parametrów gruntowych (Selected research methods in modern geotechnical laboratory. From the subsoil to the soil parameters). Silesian University of Technology Publishers, 2015; p.313 (in Polish)Search in Google Scholar
Jastrzębska M., Kowalska M.; Triaxial tests on weak cohesive soils – some practical remarks (part 2). Architecture Civil Engineering Environment, Vol.9, No.3, 2016; p.81-9410.21307/acee-2016-037Search in Google Scholar