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The paper presents in a comprehensive way issues related to propagation in a soil environment of vibrations originating during sheet piling vibratory driving. Considerations carried out comprised the FEM analysis of initial-boundary behaviour of the subsoil during impacts accompanying the works performed. The analysis has used the author’s RU+MCC constitutive model, which can realistically describe complex deformation characteristics in soils in the field of small strains, which accompany the phenomenon of shock propagation. The basis for model creation and for specification of material parameters of the presented model consisted of first-class tests performed in a triaxial apparatus using proximity detectors guaranteeing a proper measurement of strains ranging from 10(–1) to 10(–3) % and bender elements. Results obtained from numerical analyses were confronted with results of field tests consisting in measurements of acceleration amplitudes generated on the ground surface due to technological impacts versus the distance from vibration source.
Wydawca
Czasopismo
Rocznik
Tom
Strony
9--19
Opis fizyczny
Bibliogr. 17 poz., tab., rys.
Twórcy
autor
- Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
autor
- Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
autor
- Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
autor
- Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
Bibliografia
- [1] CIESIELSKI R., KWIECIEŃ A., STYPUŁA K., Vibrations Propagation in Subsoil Superficial Layers, Monograph, 263, Krakow University of Technology Publishers, 1999, (in Polish).
- [2] GRYCZMAŃSKI 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] JAROŃ A., The measurement of surface vibrations in the ground caused by sheet piles vibratory driving in cohesive soils, Inżynieria Morska i Geotechnika, 2012, 4, 339–343, (in Polish).
- [6] JASTRZĘBSKA 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] JASTRZĘBSKA 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] LIPIŃSKI M., GRYCZMAŃSKI M., JASTRZĘBSKA M., ŁUPIEŻOWIEC 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] ŁUPIEŻOWIEC M., Model of the propagation vibrations caused by dynamic consolidation by FEM analysis, Inżynieria 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., URBAŃSKI 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: Przedsiębiorstwo usługowe “Geo San” mgr inż. Zdzisław Jarocki, (in Polish),
- [17] 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).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-42a48dfe-479e-4dbb-b232-1a102b26e58a