Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The aim of this paper is to compare pre-failure deformations of sand, obtained from a Cam-clay type elastic-plastic model, with experimental data. The experiments were performed in a modern triaxial apparatus, enabling local measurement of both vertical and lateral strains. The experimental programme is briefly described, then a slightly modified, Cam-clay type, elastic-plastic model of sand is presented. Predictions of this model, for different stress paths, are compared with respective experimental results, then extensive discussion of basic problems connected with elasto-plastic modelling of sand is presented. The aim of the discussion is to display some shortcomings of this type of modelling.
Rocznik
Tom
Strony
229--249
Opis fizyczny
Bibliogr. 23 poz., il.
Twórcy
autor
- Institute of Hydro-Engineering of the Polish Academy of Sciences, ul. Kościerska 7, 80-953 Gdańsk, Poland, as@ibwpan.gda.pl
Bibliografia
- Atkinson J. (1993), An Introduction to the Mechanics of Soils and Foundations Through Critical State Soil Mechanics, McGraw-Hill, London.
- Atkinson J., Bransby P. (1978), The Mechanics of Soils: An Introduction to Critical States Soil Mechanics, McGraw-Hill, London.
- Bolton M. (2000), The Role of Micro-Mechanics in Soil Mechanics, Technical Report CUED/D-Soils/ TR313, University of Cambridge.
- Bolton M. (2001), Micro-Geomechanics, Lecture Notes, University of Cambridge.
- Burland J. B. (1965), The Yielding and Dilation of Clay, Geotechnique, 15, 211-214.
- Jamiołkowski M., Lancellotta R., Lo Presti D. - Editors (2001), Pre Failure Deformations Characteristics of Geomaterials, Vol. 2, Balkema, Lisse/Abingdon/Extonfrokyo.
- Jefferies M. G., Shuttle D. A. (2002), Dilatancy in General Cambridgelype Models, Geotechnique, 52, 9, 625-638.
- Kolymbas D. (2000), The Misery of Constitutive Modelling, [in:] Constitutive Modelling of Granular Materials (Ed. D. Kolymbas), Springer, Berlin/Heidelberg/New York, 11-24.
- Menzies B. K. (1988), A Computer Controlled Hydraulic Triaxial Testing System, Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, 82-94.
- Penrose R. (1996), The Emperor's New Mind (Polish translation), PWN, Warsaw.
- Saada A., Bianchini G. - Editors (1989), Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam/Brookfield.
- Sawicki A., Świdziński W. (2002a), Empirical Pre-Failure Stress-Strain Characteristics of Loose Sand in Triaxial Compression, Studia Geotechnica et Mechanica, 3011V, 1-2, 49-71.
- Sawicki A., Świdziński W. (2002b), Empirical Analysis of Virgin Compression of Sand, Archives of Hydro-Engineering and Environmental Mechanics, 49, 2, 19-35.
- Sawicki A., Świdziński W. (2002c), Experimental Investigations of Elastic Anisotropy of Sands, Archives of Hydro-Engineering and Environmental Mechanics, 49, 1, 43-56.
- Scott R. (1985), Plasticity and Constitutive Relations in Soil Mechanics, Jnl Geotechnical Eng., ASCE, 111, 5, 563-605.
- Schofield A. N., Wroth P. (1968), Critical State Soil Mechanics, McGraw-Hill, London.
- Świdziński W, Mierczyliski J. (2002), On the Measurement of Strains in the Triaxial Test, Archives of Hydro-Engineering and Environmental Mechanics, 49, 1, 23-41.
- Wood D. (1990), Soil Behaviour and Critical States Soil Mechanics, Cambridge University Press.
- Wood D. (1999), The Role of Models in Civil Engineering, [in:] Constitutive Modelling of Granular Materials (Ed. D. Kolymbas), Springer, Berlin/Heidelberg/New York.
- Tatsuoka F., Shibuya S. (1992), Deformation Characteristics of Soils and Rocks from Field and Laboratory Tests, Keynote Lecture, Proc. 9th Asian Regional Conference on SMFE, Bangkok, Vol. 2, 101-170.
- Zaman M., Gioda G., Booker J. - Editors (1999), Modeling in Geomechanics, John Wiley. and Sons, Chichester.
- Zienkiewicz 0. C., Chan A. H. C., Pastor M., Schrefier B. A., Shiomi T. (1999), Computational Geomechanics with Special Reference to Earthquake Engineering, John Wiley and Sons, Chichester.
- Życzkowski M. (1973), Complex Loadings in Plasticity (in Polish), PWN, Warsaw.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0021-0016