Download PDF by Fusao Oka: Computational Modeling of Multiphase Geomaterials

By Fusao Oka

ISBN-10: 1466570644

ISBN-13: 9781466570641

"Preface over the past 3 many years, experiences on constitutive types and numerical research tools were good constructed. these days, numerical tools play a crucial position in geotechnical engineering and in a comparable task referred to as computational geotechnics. This publication offers with the constitutive modeling of multiphase geomaterials and numerical equipment for predicting the habit of geomaterials such as Read more...

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E. 1969. Introduction to the Mechanics of a Continuous Media, New York: Prentice-Hall. A. 1992. The Thermomechanics of Plasticity and Fracture, Cambridge University Press. M. 1988. Continuum Mechanics, Longman Scientific and Technical, New York. , and Noll, W. 1965. The non-linear field theories of mechanics, In Encyclopedia of Physics, Vol. III, Part 3, ed. by S. Flügge, Berlin: Springer-Verlag. Ziegler, H. 1983. , Elsevier Science, North-Holland, Amsterdam. Chapter 2 Governing equations for multiphase geomaterials One of the important characteristics of geomaterials is that the material is composed of solid, liquid, and gas in general.

1988. Continuum Mechanics, Longman Scientific and Technical, New York. , and Noll, W. 1965. The non-linear field theories of mechanics, In Encyclopedia of Physics, Vol. III, Part 3, ed. by S. Flügge, Berlin: Springer-Verlag. Ziegler, H. 1983. , Elsevier Science, North-Holland, Amsterdam. Chapter 2 Governing equations for multiphase geomaterials One of the important characteristics of geomaterials is that the material is composed of solid, liquid, and gas in general. In this chapter, governing equations for the analysis including balance laws and constitutive equations are presented based on the theory of porous media, that is, an immiscible mixture of solid and fluids.

1 Superposition of solid and fluid phases. , 1980, LIQCA Res. Development Group, 2005). This u-p formulation can be easily applied to the consolidation problems since the displacement of pore water is explicitly introduced. An infinitesimal strain is used. The relative acceleration of the fluid phase to that of the solid phase is much smaller than the acceleration of the solid phase. The grain particles in the soil are incompressible. The effect of the temperature is disregarded. 1. 2). 1) where superscript a indicates phase a and via is the velocity of the material in phase a, xia is the position of particle of a phase.

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Computational Modeling of Multiphase Geomaterials by Fusao Oka


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