Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Alshibli, A., Sture, S. (2000): Shear band formation in plane strain experiments on sand. Journal of Geotechnical and Geoenvironmental Engineering, 126(6), 495-503
Arthur, J.R.F., Dunstan, T. (1982): Rupture layers in granular media. In: Vermeer, P.A., Luger, H.J. (Eds), Proceedings of the UITAM Symposium. Deformation and Failure of Granular Materials, Delft, 453-459
Arthur, J.R.F., Dunstan, T., Al-Ani, Q.A.J.L. (1977): Assadi A. Plastic deformation and failure in granular media. Géotechnique 27(1), 53-74
Bolton, M.D., Stewart, D.I., Powrie, W. (1988): The design of deep in-situ walls. In: Proceedings of the International conference on Centrifuge 88, Corte JF (Ed). Balkema: Rotterdam, 405-414
Bransby, P.L., Milligan, G.W.E. (1998): Soil deformations near cantilever sheet pile walls. Géotechnique 48(4), 465-481
Cobbold, P.R., Durand, S., Mourges, R. (2001): Sandbox modelling of thrust wedges with fluid-assisted detachments. Tectonophysics 334, 245-258
Coulomb, C.A. (1773): Sur l’application des règles des maximis et minimis à quèlques problèmes de statique relatifs à l’architecture. Mémoires de Mathématique et de Physique, Académie Royale des Sciences 7, 343-382
Desrue, J. (1984): La localisation de la déformation dans les matériaux granulaires. PhD dissertation, Institute National Polytechnique de Grenoble, Grenoble, 1-283
Desrues, J., Hammad, W. (1989): Shear banding on mean stress level in sand. In: Numerical Methods for Localization and Bifurcation of Granular Bodies, Danzig, 57-67
Desrues, J., Lanier, J., Stutz, P. (1985): Localization of the deformation in tests on sand sample. Engineering Fracture Mechanics 21(4), 909-921
Desrues, J., Chambon, R., Mokni, M., Mazerolli, F. (1996): Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography. Géotechnique 46(3), 529-546
Duthilleul, B. (1982): Rupture progressive: simulation physique et numérique. PhD dissertation, Institute National Polytechnique de Grenoble, Grenoble, 1-260
Finno, R.J., Harris, W.W., Mooney, M.A., Viggiani, G. (1997): Shear bands in plane strain compression of loose sand. Géotechnique 47(1), 149-165
Green, G.E., (1971): Strength and deformation of sand measured in an independent stress control cell, In stress-Strain Behaviour of Soils (Ed. R.H.G. Parry), 285-323
Gudehus, G. (1981): Bodenmechanik, Ferdinand Enke Verlag,
Han, C., Drescher, A. (1991): Shear bands in biaxial tests on dry coarse sand. Soils and Foundations 33(1), 118-132
Han, C., Vardoulakis, I. (1991): Plane-strain compression experiments on water-saturated fine-grained sand. Géotechnique 41(1), 49-78
Harper, T., Fossen, H., Nesthammer, J. (2001): Influence of uniform basement extension on faulting in cover sediments. Journal of Structural Geology 23, 593-600
Jeng, F.S., Lu, C.Y., Lee, C.L. (1998): Major scale effects influencing model simulation of neotectonics. In: Proceedings of International Conference on Centrifuge 98, Balkema, Rotterdam, 817-823
Krantz, R.W. (1991): Measurements of friction coefficients and cohesion for faulting and fault reactivation in laboratory models using sand and sand mixtures. Tectonophysics 188, 203-207
Lesniewska, D., Mróz, Z. (2000): Limit equilibrium approach to study the evolution of shear band systems in soil. Géotechnique 50(5), 521-536
Lesniewska, D., Mróz, Z. (2001): Study of evolution of shear band systems in sand retained by flexible wall. International Journal for Numerical and Ana- lytical Methods in Geomechanics 25, 909-932
Mandl, G. (2000): Faulting in brittle rocks. Springer, Berlin New york Heidelberg,
Mandl, G., de Jong, L.N.J., Maltha, A. (1977): Shear zones in granular mate- rial. Rock Mechanics 9, 95-144
Mayer Th. (2002): Numerische Modellierung der Entfestigung im rahmen der hypoplastizität Schriftenreihe des Lehrstuhls Baugrund - Grundbau der Universität Dortmund, Heft 24
McClay, K.R. (1989): Analogue models of inversion tectonics. In: Inversion Tectonics, Cooper, M.A., Williams, G.D. (eds). Geological Society Special Publication, 41-59
McClay, K.R. (1990): Deformation mechanics in analogue models of extensional fault systems. In: Deformation Mechanisms, Rheology and Tectonics, Geological Society Special Publication, Knipe, R.J., Rutter, E.H. (Eds). 445-453
McClay, K.R. (1995): The geometries of inverted fault systems: a review of analogue model studies. In: Basin Inversion, Buchanan, J.G., Buchanan, P.G. (Eds.), 97-118
McClay, K.R., Ellis, P.G. (1987): Analogue models of extensional fault geometries. In: Continental Extensional Tectonics, Coward, M.P., Dewey, J.F., Hancock, P.L. (Eds). Geological Society Special Publication, 109-125
McClay, K.R., Ellis, P.G. (1987): Geometries of extensional fault systems developed in model experiments. Geology 15(4), 341-344
Mokni, M., Desrues, J. (1998): Strain localisation measurements in undrained plane-strain biaxial tests on Houston RF Sand. Mechanics of Cohesive Frictional Materials 4(4), 419-441
Mühlhaus H.-B., Aifantis E.G. (1989): Strain localization in viscoplastic materials with microstructure. Proceedings of the Second International Workshop on Numerical Methods for Localization and Bifurcation of Granular Bodies, Gdansk, 105-116
Mühlhaus, H.-B., Vardoulakis, I. (1987): The thickness of shear bands in granular materials. Géotechnique 37(3), 271-283
Nübel, K. (2003): Experimental and numerical investigation of shear localization in granular material. Veröffentlichung des Instituts für Boden- und Felsmechanik, Universität Fridericiana zu Karlsruhe, Heft 159
Nübel, K., Karcher, C. (1998): FE simulations of granular material with a given frequency distribution of voids as initial condition. Granular Matter 1, 101-112
Nübel, K., Gudehus, G. (2001): Evolution of localized shearing: dilation and polarization in grain skeletons. In: Proceedings: Powder and Grains, Balkema, Rotterdam
Oda, M., Kazama, H. (1998): Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Géotechnique 48(4),465-481
Poliakov, A.N.B., Herrmann, H.J. (1994): Fractal plastic shear bands. Fractals 2(4),567-581
Rankine, W.J.M. (1856): On the stability of loose earth. Philosophical Transactions of the Royal Society of London 147(1), 9-27
Rechenmacher, A.L., Finno, R.J. (2004): Digital image correlation to evaluate shear banding in dilative sands. Geotechnical Testing Journal 27(1), 1-10
Roscoe, K.H. (1975): The influence of strains in soil mechanics. Géotechnique 25(2),175-195
Saada, A.S., Liang, L., Figueroa, J.L., Cope, C.T. (1999): Bifurcation and shear band propogation in sands. Géotechnique 49(3), 367-385
Schellart, W.P. (2000): Shear test results for cohesion and friction coefficients for different granular materials: scaling implications for their usage in analogue modelling. Tectonophysics 324, 1-16
Tatsuoka, F., Nakamura, S., Huang, C.C., Tani, K. (1990): Strength anisotropy and shear band direction in plane strain tests of sand. Soils and Foundations 30(1),35-564
Tejchman, J., Wu, W. (1993): Numerical study on patterning of shear bands in a Cosserat Continuum. Zeitschrift für angewandte Mathematik und Mechanik 99,61-74
Vardoulakis, I. (1980): Shear band inclination and shear modulus of sand in biaxial tests. International Journal for Numerical and Analytical Methods in Geomechanics 4, 103-119
Vendeville, B., Cobbold, P.R. (1988): How normal faulting and sedimentation interact to produce listric fault profiles and statigraphic wedges. Journal of Structural Geology 10(7), 649-659
Vendeville, B., Cobbold, P.R., Davy, P., Brun, J.P., Choukroune, P. (1987): Physical models of extensional tectonics at various scales. In: Continental Extensional Tectonics, Geological Society Special Publications, 95-107
Vermeer, P.A. (1990): The orientation of shear bands in biaxial tests. Géotechnique 40(2), 223-236
White, D.J., Take, W.A., Bolton, M.D. (2003): Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique 53(7),619-631
Wolf, H. (2005): Zur Scherfugenbänderung granularer Materilien unter Extensionsbeanspruchung, Schriftenreihe des Institutes für Grundbau und Bodenmechanik der Ruhr-Universität Bochum, Heft Nr. 37
Wolf, H., König, D., Triantafyllidis, Th. (2003): Experimental investigation of shear band patterns in granular material. Journal of Structural Geology 25(8), 1229-1240
Wolf, H., König, D., Triantafyllidis, Th. (2005): Centrifuge model tests on sand specimen under extensional load. International Journal for Numerical and Analytical Methods in Geomechanics 29(1), 25-47
Wolf, H., König, D., Triantafyllidis, Th. (2005): The influence of the stressstrain behavior of non-cohesive soils on the geometry of shear band systems under extensional strain, Engineering Structures (accepted)
von Wolffersdorff, P.A. (1997): Verformungsprognosen für Stützkonstruktionen. Ph.D. thesis, Institut für Bodenmechanik und Felsmechanik der Universitfät Fridericiana Karlsruhe, Heft 141
Yoshida, T., Tatsuoka, F. (1997): Deformation property of shear band in sand subjected to plane strain compression and its relation to particle characteristics. In: Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, 237-240
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2006 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Triantafyllidis, T., Wolf, H., König, D. (2006). On the Factors Affecting the Formation of Shear Band Systems in Non-Cohesive Soils Under Extensional Strain. In: Wu, W., Yu, HS. (eds) Modern Trends in Geomechanics. Springer Proceedings in Physics, vol 106. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-35724-7_27
Download citation
DOI: https://doi.org/10.1007/978-3-540-35724-7_27
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-25135-4
Online ISBN: 978-3-540-35724-7
eBook Packages: EngineeringEngineering (R0)