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Cyclic testing and modeling of interfaces
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ASCE
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Soil structure directionally dependent interface constitutive equations - Application to the prediction of shaft friction along piles
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Finite element for rock joints and interfaces
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Hierarchical single-surface model for static and cyclic behaviour of interfaces
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Modeling of joints and interfaces using the disturbed state concept
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Plasticity-based constitutive model with associated testing for joints
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A general basis for yield, failure and potential functions in plasticity
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Constitutive model for (geological) materials
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A hierarchical approach for constitutive modelling of geological materials
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C. S. Desai, S. Somasundaram and G. Frantziskonis, 'A hierarchical approach for constitutive modelling of geological materials', Int. J. Numer. Anal. Meth. Geomech., 10, 225-257 (1986).
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Tests of interface between sand and steel in the simple shear apparatus
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Influential factors between steel and dry sand
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Frictional resistance at yield between dry sand and mild steel
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Behaviour of sand particles in sand-steel friction
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An automated apparatus for three-dimensional monotonie and cyclic testing of interfaces
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ASTM
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K. Fakharian and E. Evgin, 'An automated apparatus for three-dimensional monotonie and cyclic testing of interfaces', Geotech. Testing J. ASTM, 19(1), 22-31 (1996).
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Ph.D. Thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, Canada
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K. Fakharian, 'Three-dimensional monotonie and cyclic behaviour of sand-steel interfaces: testing and modelling', Ph.D. Thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, Canada, 1996.
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Fakharian, K.1
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