References
- [1] CIESIELSKI R., KWIECIEŇ A., STYPUŁA K., Vibrations Propagation in Subsoil Superficial Layers, Monograph, 263, Krakow University of Technology Publishers, 1999, (in Polish).
- [2] GRYCZMAŇSKI M., ULINIARZ R., A simple critical state model with small strain nonlinearity for overconsolidated soils, Foundations of Civil and Environmental Engineering, 2008, 12, 49-60.
- [3] JARDINE R.J., POTTS D.M., FOURIE A.B., BURLAND J.B., Studies of the influence of nonlinear stress-strain characteristics in soil structure interaction, Geotechnique, 1986, 36, 377-396.
- [4] JAROMINIAK A., Light Earth Retaining Structures, Wydawnictwo Komunikacji i Łączności, Warszawa 2000, (in Polish).
- [5] JAROŇ A., The measurement of surface vibrations in the ground caused by sheet piles vibratory driving in cohesive soils, Inźynieria Morska i Geotechnika, 2012, 4, 339-343, (in Polish).
- [6] JASTRZEBSKA M., Calibration and verification of a single surface elasto-plasic model for soil with strongly nonlinear anisotropic hardening law, Ph.D. Thesis, Silesian University of Technology, 2002, (in Polish).
- [7] JASTRZEBSKA M., Investigations of the behaviour of cohesive soils subject to cyclic loads in the area of small deformations, D. Sc. Monograph, 251, Silesian University of Technology Publishers, Gliwice 2010, (in Polish).
- [8] LEGRAND C., VAN ROMPAEY D., MENTEN J., A comparison of different sheet-pile installation methods, Fifth International Conference & Exhibition on Piling and Deep Foundations, Bruges, Belgium, (DFI), 1994, 762, 36.
- [9] LIPIŇSKI M., GRYCZMAŇSKI M., JASTRZEBSKA M., ŁUPIEZOWIEC M., ZIENKIEWICZ B., MARKOWSKA K., WUDZKA A., WDOWSKA M., Non-linearity of Stress-Strain Characteristics in Soil Pre-failure States - Experimental Grounds of Theoretical Description, MS&I Research Project No. 5 T07E 038 24, SGGW Warszawa, Silesian University of Technology Gliwice, IPPT PAN Warszawa 2006, (in Polish).
- [10] ŁUPIEZOWIEC M., Model of the propagation vibrations caused by dynamic consolidation by FEM analysis, Inźynieria Morska i Geotechnika, 2012, 4, 352-357, (in Polish).
- [11] TRUTY A., Application of domain reduction method in dynamic problems of soil-structure interaction, Technical Transactions, Environmental Engineering, 2010, 16, 101- 115, (in Polish).
- [12] ULINIARZ R., Critical state model for overconsolidated soil and its application in geotechnics, PhD thesis, Silesian University of Technology, Gliwice 2012, (in Polish).
- [13] VIKING K., Vibro-driveability - a field study of vibratory driven sheet piles in non-cohesive soils, PhD Thesis, Department of Civil and Architectural Engineering Royal Institute of Technology (KTH), Stockholm, Sweden, 2002.
- [14] ZEILINGER H., The Vibro-jetting driving method, 18 Int. Foundation Congress and Equipment Expo, Contemporary Topics in Deep Foundations, Publications (GSP), ASCE, 2009, 311-319,
- [15] ZIMMERMANN TH., TRUTY A., URBAŇSKI A., PODLEŚ K., Z. Soil.PC 2011 3D user manual, Theory, Tutorials and Benchmarks, Data Preparation, Elmepress International & Zace Services, Ltd., Switzerland, 2011.
- [16] Documentation (2011), Geological-engineering documentation for the project of residental building with services and built-in two-storeyed garage on the site no 57/280, district 47 Podgorze by W. Sławek street in Cracow, Company: Przedsiebiorstwo usługowe “Geo San” mgr inź. Zdzisław Jarocki, (in Polish),
- [18] Documentation (2012), Geotechnical documentation for the area under the residetal building on the site no 57/280, distr. 47, after a damage of the water pipe in April 2012 by W. Sławek street in Cracow (Podgorze district), Company: Usługi geologiczne dr Jerzy Brzozowski, (in Polish).