Numerical models in geomechanics : NUMOG VI : proceedings of the Sixth International Symposium on Numerical Models in Geomechanics -NUMOG VI/Montreal/Quebec/Canada/2-4 July 1997
S. Pietruszczak, G. N. Pande
Abstract
S. Pietruszczak, G. N. Pande
Abstract
These proceedings contain 106 papers which reflect the current research and advances made in the applications of numerical methods to geotechnical engineering problems. The papers are divided in six sections: Constitutive relations for geological materials: formulation and verifications; Instability and strain localisation in geomaterials; Modelling of reinforced soil; Modelling of transient/coupled problems; Numerical Algorithms: formulation and performance; Application of numerical techniques to practical problems. Many new developments on a wide variety of topics have been reported. These include: Partially saturated soils, transition from fully to partially saturated state and vice versa, strain localistation, environmental geomechanics, parallel computing, neural networks and applications to tunnels, embankments, slopes and foundations. A number of these advances will form the basis of research and development in the future. A wealth of information is available in the proceedings which should be of interest to researchers as well as practising engineers.
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These proceedings contain 106 papers which reflect the current research and advances made in the applications of numerical methods to geotechnical engineering problems. The papers are divided in six sections: Constitutive relations for geological materials: formulation and verifications; Instability and strain localisation in geomaterials; Modelling of reinforced soil; Modelling of transient/coupled problems; Numerical Algorithms: formulation and performance; Application of numerical techniques to practical problems. Many new developments on a wide variety of topics have been reported. These include: Partially saturated soils, transition from fully to partially saturated state and vice versa, strain localistation, environmental geomechanics, parallel computing, neural networks and applications to tunnels, embankments, slopes and foundations. A number of these advances will form the basis of research and development in the future. A wealth of information is available in the proceedings which should be of interest to researchers as well as practising engineers.
Key concepts: Geomechanics, Geotechnical engineering, Instability, Engineering, Computer science, Geology, Civil engineering, Operations research