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Simulation of stress paths derived from FEM analysis in triaxial tests

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Języki publikacji
EN
Abstrakty
EN
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loading process of subsoil on a specimen in laboratory tests. Unfortunately laboratory equipment available in many laboratories is sometimes limited to just a triaxial apparatus - the use of which generates difficulties whenever a non-axisymmetric problem is analysed. The author suggests two simple operations that may be done to improve the quality of simulation in triaxial tests. The first one is based on the use of triaxial extension along the segments of the stress path p’-q-θ for which the Lode’s angle values are positive. The second one consists in a modification of the equivalent stress value in such a way that the current stress level in the specimen complies with results of FEM analysis.
Twórcy
autor
  • Silesian University of Technology, Faculty of Civil Engineering, Department of Geotechnics, Gliwice
Bibliografia
  • 1. J.B. BURLAND, Ninth Laurits Bjerrum Memorial Lecture: “Small is beautiful” - the stiffness of soils at small strains, Canadian Geotechnical Journal, 26, 499-516, 1989.
  • 2. J.H. ATKINSON, D. RICHARDSON, S.E. STALLEBRASS, Effect of recent stress history on the stiffness of overconsolidated soil, Geotechnique, 40, 4, 531-540, 1990.
  • 3. M. KOWALSKA, Influence of loading history and boundary conditions on parameters of soil constitutive models, Studia Geotechnica et Mechanica, XXXIV, 1, 15-34, 2012.
  • 4. T.W. LAMBE, Stress Path Method, Journal of Soil Mechanics and Foundations Division Proc of ASCE, 93, SM6, 309-331, 1967.
  • 5. T.W. LAMBE, W.A. MARR, Stress Path Method: Second Edition Journal of the Geotechnical Engineering Division, ASCE, 105, 6, 727-738, 1979.
  • 6. E.H. DAVIS, H.G. POULOS, The use of elastic theory for settlement prediction under three – dimensional conditions, Geotechnique, 18, 1, 67-91, 1968.
  • 7. M. GRYCZMAŃSKI, M. KOWALSKA, Evaluation of geotechnical parameters in modern laboratory tests accounting for loading paths, Studia Geotechnica et Mechanica, 29, 1-2, 47-54, 2007.
  • 8. M. KOWALSKA, Parametric identification of soil models in geotechnical problems. (in Polish). PhD Thesis, Silesian University of Technology, Gliwice, 2009.
  • 9. D.W. HIGHT, A. GENS, M.J. SYMES, The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils, Geotechnique, 33, 4, 355-383, 1983.
  • 10. A.S. SAADA, State-of-the-Art Paper: Hollow Cylinder Torsional Devices: Their Advantages and Limitations In: Donaghe RT, Chaney RC, Silver ML (eds) Advanced Triaxial Testing of Soil and Rock. American Society for Testing and Materials, Philadelphia, 766-795. doi:10.1520/STP977-EB, 1988.
  • 11. M. COOP, F. SCHNAID, Contributions to Geotechnique 1948-2008: Laboratory and field testing, Geotechnique, 58, 5, 423-428, 2008.
  • 12. K.H. ROSCOE, J.B. BURLAND, On the generalized stress - strain behaviour of ‘wet clay’. In: Heyman J, Leckie FA (eds) Engineering plasticity. Cambridge University Pres, Cambridge, 535-609, 1968.
  • 13. H.A.M. VAN EEKELEN, Isotropic Yield Surfaces in Three Dimensions for Use in Soil Mechanics, International Journal for Numerical and Analytical Methods in Geomechanics, 4, 89-101, 1980.
  • 14. T. ZIMMERMANN, A. TRUTY, A. URBAŃSKI, K. PODLEŚ, Z_SOIL.PC 2007 manual. Theory 2007.
  • 15. C.A. COULOMB, Essai sur une application des regeles de maximis & minimis a quelques problemes de statique relatifs a l’architecture, Mem de Math et de Phys, presentes a l’Acad Roy des Sci, 7, 343-382, 1773.
  • 16. O. MOHR, Welche Umstände bedingen die Elastizitätsgrenze und den Bruch eines Materiales?, Zeitschrift des Vereines Deutscher Ingenieure, 44, 1-12, 1900.
  • 17. P.V. LADE, J.M. DUNCAN, Elastoplastic stress-strain theory for cohesionless soil, J Geotech Eng, ASCE, 101, GT10, 1037-1053, 1975.
  • 18. P. MENETREY, K.J. WILLAM, Triaxial Failure Criterion for Concrete and its Generalization, Structural Journal, 92, 3, 311-318, 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6ccb38fa-ac0d-4d9a-8468-0cb49298b590
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