Titlebook: Boundary Element Method in Geomechanics; W. S. Venturini Book 1983 Springer-Verlag Berlin Heidelberg 1983 Bodenmechanik.Boundary.Integralv

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Elasto/Viscoplastic Boundary Element Approach,aterial behaviour, together with some rheological models used in geotechnical engineering, are introduced for one-dimensional cases. The Perzyna’s viscoplastic model is chosen to model viscoplastic behaviour. Based on this viscoplastic representation, the theory is extended to general continuum prob

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https://doi.org/10.1007/978-94-6091-484-3Numerical techniques for solving many problems in continuum mechanics have experienced a tremendous growth in the last twenty years due to the development of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context.

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https://doi.org/10.1057/9780230354050The basic objective of this work was to develop numerical procedures for the boundary element method to analyse geotechnical problems of practical interest. Linear and nonlinear formulations such as no-tension, plasticity and others have been implemented to deal with a wide range of two-dimensional problems.

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Conclusions,The basic objective of this work was to develop numerical procedures for the boundary element method to analyse geotechnical problems of practical interest. Linear and nonlinear formulations such as no-tension, plasticity and others have been implemented to deal with a wide range of two-dimensional problems.

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