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http://yadda.icm.edu.pl:80/baztech/element/bwmeta1.element.baztech-44eb407a-1f60-4a85-9e7c-dc135c0c92f2

Czasopismo

Foundations of Civil and Environmental Engineering

Tytuł artykułu

The analysis of stresses and displacements beneath strip foundations in terms of FEM

Autorzy Sternik, K. 
Treść / Zawartość http://www.fcee.put.poznan.pl/
Warianty tytułu
Języki publikacji EN
Abstrakty
EN Soil is a material dependent on the load history. The load history has a significant influence on stress distribution in the ground beneath the footing and the settlement of a foundation. In the paper the load history has been considered as the sequence of loading the ground with two strip footings. Differences in the distributions of stresses in the ground as well as the settlements of footings have been shown. Nonlinear load-settlement relationship does not allow the application of the principle of superposition.
Słowa kluczowe
EN soil-structure interaction   FEM analysis   soil plasticity  
Wydawca Wydawnictwo Politechniki Poznańskiej
Czasopismo Foundations of Civil and Environmental Engineering
Rocznik 2010
Tom No. 13
Strony 73--89
Opis fizyczny Bibliogr. 12 poz., rys.
Twórcy
autor Sternik, K.
  • Department of Geotechnics, Faculty of Civil Engineering, Silesian University of Technology, ul. Akademicka 5, Gliwice, Poland, Krzysztof.Sternik@polsl.pl
Bibliografia
1. Biarez J.: Mécanique des sols (Polish translation), Wrocław-Warszawa-Kraków, Zakład Narodowy im. Ossolińskich - Wydawnictwo PAN, 1963.
2. Bowles J. E.: Foundation Analysis and Design, McGraw-Hill Int. Eds, 1997.
3. Cudny M., Binder K.: On shear strength criteria for soils in geotechnics (in Polish), Inżynieria Morska i Geotechnika, 6, 456-465.
4. De Borst R., Vermeer P.A.: Possibilities and limitations of finite elements for limit analysis, Géotechnique 34, No 2, 1984, 199-210.
5. Jardine R. J., Potts D. M., Fourie A. B., Burland J. B.: Studies of non-linear stress-strain characteristics in soil-structure interaction, Géotechnique, 36, No. 3, 1986, 377-396.
6. Jardine R. J., Potts D. M., St. John H. D., Hight D. W.: Some applications of a non-linear ground model, Proc. X ECSMFE, Firence, 1991, 223-228.
7. Lambe T. W., Whitman R. V.: Soil Mechanics, New York - London, J. Wiley & Sons, 1969.
8. Potts D. M., Zdravković L.: Finite element analysis in geotechnical engineering: application, Thomas Telford Ltd, London, 2001.
9. Selvadurai A. P. S., and Kempthorne E. H.: Plane strain contact stress distribution beneath a rigid footing resting on a soft cohesive soil, Canadian Geotechnical Journal, 17, 1980, 114-122.
10. Sternik K.: Analysis of effectiveness and numerical implementation of a single-surface elasto-plastic model for soil with strongly nonlinear anisotropic hardening rule, Ph.D. Thesis (in Polish), Silesian Univ. of Technol., Gliwice, 2003.
11. Śliwa J., Gryczmański M.: Geotechnics. Soil Mechanics, Vol. 1, Stresses and Strains in the Subsoil (in Polish), Silesian Univ. of Technol., Gliwice, 1975.
12. Vermeer P.A., De Borst R.: Non-associated plasticity for soils, concrete and rock, Heron, vol. 29, No. 3, 1984.
Kolekcja BazTech
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