References
- Atkinson J. (1993) An Introduction to the Mechanics of Soils and Foundations, McGraw-Hill, London.
- Baledran B. and Nemat-Nasser S. (1993) Double sliding model for cyclic deformation of granular materials, including dilatancy effects, Jnl Mechanics & Physics of Solids, 41 (3), 573-612.
- Bolton M. (1986) The strength and dilatancy of sands, Geotechnique, 36 (1), 65-78.
- Boukpeti N., Mróz Z. and Drescher A. (2002) A model for static liquefaction in triaxial compression and extension, Canadian Geotechnical Jnl, 39 (6), 1243-1253.
- Burland J. B. (1965) The yielding and dilation of clay, Geotechnique, 15, 211-214.
- Gryczmański M. (1995) Wprowadzenie do opisu sprężysto-plastycznych modeli gruntów (Introduction to elasto-plastic models of soils), Studia z zakresu inżynierii nr 40, KILiW PAN i IPPT PAN, Warszawa (in Polish).
- Houlsby G. T. (1991) How the dilatancy of soils affects their behaviour, Report Number OUEL 1888/91, Soil Mechanics Report Number 121/91, University of Oxford, Department of Engineering Science.
- Jarzębowski A. (1990) Modele konstytutywne dla gruntów sypkich - przegląd aktualnych koncepcji (Constitutive models of granular soils: Review of current concepts), Prace IPPT PAN, nr 24, Warszawa (in Polish).
- Mróz Z., Boukpeti N. and Drescher A. (2003) Constitutive model for static liquefaction, Int. Jnl of Geomechanics, ASCE, 3 (2), 133-144.
- Ortigao J. A. R. (1995) Soil Mechanics in the Light of Critical State Theories, An Introduction, Balkema, Rotterdam/Brookfield.
- Roscoe K. H., Schofield A. N. and Thurairajah A. (1963) Yielding of clays in stress wetter than critical, Geotechnique, 13, 211-240.
- Rowe P. W. (1962) The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proc. Royal Society, Series Ay 269, 500-527.
- Saada A. and Dianchini G.-Eds (1989)Constitutive Equations for Granular Non-Cohesive Soils,Balkema, Rotterdam/Brookfield
- Sawicki A. (2003) Cam-Clay approach to modelling pre-failure behaviour of sand against experimental data, Archives of Hydro-Engineering & Environmental Mechanics, 50 (3), 229-249.
- Sawicki A. (2011) Dilation and stability of sand in triaxial tests, Geotechnical Engineering Journal of SEAGS & AGSSEA, 42 (4), 1-9.
- Sawicki A. (2012) Outline of Mechanics of Granular Soils (in Polish), IBW PAN Publishing House, Gdańsk, 214 pages.
- Sawicki A. and Świdziński W. (2010) Stress-strain relations for dry and saturated sands. Part I: Incre-mental model. Jnl Theoretical & Applied Mechanics, 48 (2), 309-328.
- Schanz T. and Vermeer P. A. (1996) Angles of friction and dilatancy of sand, Geotechniąue, 46 (1), 145-151.
- Scholield A. N. and Wroth C. P. (1968) Critical State Soil Mechanics. McGraw-Hill. London.
- Tatsuoka F. (1972) Shear tests in a triaxial apparatus- a fundamental study of the deformation of sand (in Japanese), PhD Thesis, Tokyo.
- Vaid Y. P. and Sasitharan S. (1992) The strength and dilatancy of sand, Canadian Geotechnical Jnl, 29. 522-526.
- Wood D. M. (1990) Soil Behaviour and Critical States Soil Mechanics, Cambridge University Press.
Language: English
Page range: 3 - 15
Submitted on: Feb 4, 2014
Published on: Oct 7, 2015
Published by: Polish Academy of Sciences, Institute of Hydro-Engineering
In partnership with: Paradigm Publishing Services
Publication frequency: Volume open
Keywords:
Related subjects:
© 2015 Andrzej Sawicki, published by Polish Academy of Sciences, Institute of Hydro-Engineering
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.