References
- ASTM, Standard Test Methods for Downhole Seismic Testing, D 7400-08, West Conshohocken, PA, United States, 2008.
- Foti, S., Lancellotta, R., Marchetti, D., Monaco, P. Totani, G. (2006). Interpretation of SDMT tests in a transversely isotropic medium. In: 2nd International Flat Dilatometer Conference, Washington D.C. USA, 275–280.
- Hardin B.O. (1978). The nature of stress-strain behaviour for soils. In: ASCE Geotechnical Division Specialty Conference on Earthquake Engineering and Soil Dynamics, Pasadena, 1, 3–90.
- Jamiolkowski M., Lancellotta R., Lo Presti D.C.F. (1995). Remarks on the stiffness at small strain of six Italian clays. In: International Symposium on Pre-failure Deformation Characteristics of Geomaterials, Hokkaido ’94, v.2, 817–836.
- 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.
- 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.
- 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.
- Lumb P. (1974). Applications of Statistics in Soil Mechanics. In: Soil Mechanics-New Horizons. Edited by Lee J, K. Newness-Batterworth, London.
- Lunne T., Robertson P.K., Powell J.J.M. (1997). Cone penetration testing in geotechnical practice. E&FN Spon, London.
- Lunne, T., Long, M. & Forsberg, C. (2003). Characterization and engineering properties of Holmen sand. Characterization and Engineering Properties of Natural Soils (1), Swets and Zeitlinger, Lisse, 1121–1148.
- Mayne P.W. (2001). Stress-strain-strength-flow parameters from enhanced in-situ tests. In: International Conference on In-Situ Measurement of Soil Properties & Case Histories [In-Situ 2001], Bali, Indonesia, May 21–24, 2001.
- Młynarek Z. (2007). Site investigation and mapping in urban area.” In: Geotechnical Engineering in Urban Environments, Madrid. Vol. 1. Edited by V. Cuéllar et al. Millpress Science Publishers, Rotterdam, 175–202.
- Młynarek Z. (2010). Quality of in situ and laboratory tests contribution to risk management, In: 14th Danube-European Conference on Geotechnical Engineering, Bratislava, Slovakia, 2–4.06.2010.
- Młynarek Z., Gogolik S., Marchetti S., Marchetti D. (2006). Suitability of SDMT test to assess geotechnical parameters of post-flotation sediment. In: 2nd International Flat Dilatometer Conference, Washington D.C. USA, 148–153.
- Młynarek Z., Wierzbicki J., Stefaniak K. (2012). Deformation characteristics of overconsolidated subsoil from CPTU and SDMT tests. In: Geotechnical and Geophysical Site Characterization 4, Edited by R. Q. Coutinho & P.W. Mayne. Taylor & Francis Group, London, 1189–1193.
- Młynarek Z., Wierzbicki J. & Stefaniak K. (2018). Interrelationship between undrained shear strength from DMT and CPTU tests for soils of different origin. Geotechnical Testing Journal, 41(5), 890–901.
- Młynarek Z., Wierzbicki J., Stefaniak K. (2019). Usefulness of the CPTU method in evaluating unit weight of soil changes in the subsoil. Inżynieria Morska i Geotechnika. 6, 294–302.
- Wierzbicki J. (2010). Evaluation of subsoil overconsolidation by means of in situ tests at aspect of its origin. University of Life Sciences in Poznań Publishing, 410, Poznań, Poland.