Innovative Numerical Modelling in Geomechanics, Ribeiro e Sousa, Luis
Название: Numerical Analysis and Modelling in Geomechanics ISBN: 0367863618 ISBN-13(EAN): 9780367863616 Издательство: Taylor&Francis Рейтинг: Цена: 67360.00 T Наличие на складе: Невозможна поставка. Описание: In this volume, experts describe how methods of analysis and modelling are used to answer questions associated with geomechanics, and give an insight into the future directions of those methods.
Автор: Bull, John W. Название: Numerical Analysis and Modelling in Geomechanics ISBN: 0415243289 ISBN-13(EAN): 9780415243285 Издательство: Taylor&Francis Рейтинг: Цена: 265410.00 T Наличие на складе: Нет в наличии.
Автор: Mogi, Kiyoo Название: Experimental Rock Mechanics ISBN: 0415394430 ISBN-13(EAN): 9780415394437 Издательство: Taylor&Francis Рейтинг: Цена: 193950.00 T Наличие на складе: Невозможна поставка. Описание: Fracture and flow of rocks under stress and their geophysical and seismological implications raise fundamental questions in rock mechanics. This text addresses the deformation and fracture of rock specimens under general triaxial compression, in which all three principal stresses are different.
Автор: Pande, G.N. Название: Numerical Models in Geomechanics ISBN: 905410886X ISBN-13(EAN): 9789054108863 Издательство: Taylor&Francis Рейтинг: Цена: 296030.00 T Наличие на складе: Нет в наличии.
Автор: Ferrari Alessio, Laloui Lyesse Название: Advances in Laboratory Testing and Modelling of Soils and Shales (Atmss) ISBN: 3319849816 ISBN-13(EAN): 9783319849812 Издательство: Springer Рейтинг: Цена: 186330.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: Keynote Lectures.- Feature Lectures.- Unsaturated behaviour of soils and shales.- Advanced laboratory testing.- Hydro - Mechanical behaviour of shales and stiff clays.- Opalinus Clay shale.- Advanced laboratory testing for site characterization and in - situ application studies.- Soil - structure interactions.- Constitutive and numerical modelling of soils and shales.
Автор: Andrieux, P. Название: FLAC and Numerical Modeling in Geomechanics 2003 ISBN: 9058095819 ISBN-13(EAN): 9789058095817 Издательство: Taylor&Francis Рейтинг: Цена: 255200.00 T Наличие на складе: Нет в наличии.
Автор: Detournay, Christine Название: FLAC and Numerical Modeling in Geomechanics ISBN: 9058090744 ISBN-13(EAN): 9789058090744 Издательство: Taylor&Francis Рейтинг: Цена: 255200.00 T Наличие на складе: Нет в наличии.
Автор: Alessio Ferrari; Lyesse Laloui Название: Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS) ISBN: 331952772X ISBN-13(EAN): 9783319527727 Издательство: Springer Рейтинг: Цена: 232910.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: Keynote Lectures.- Feature Lectures.- Unsaturated behaviour of soils and shales.- Advanced laboratory testing.- Hydro - Mechanical behaviour of shales and stiff clays.- Opalinus Clay shale.- Advanced laboratory testing for site characterization and in - situ application studies.- Soil - structure interactions.- Constitutive and numerical modelling of soils and shales.
Автор: Pariseau, William G. Название: Notes on Numerical Modeling in Geomechanics ISBN: 0367762838 ISBN-13(EAN): 9780367762834 Издательство: Taylor&Francis Рейтинг: Цена: 188850.00 T Наличие на складе: Нет в наличии.
Автор: Masin David Название: Modelling of Soil Behaviour with Hypoplasticity: Another Approach to Soil Constitutive Modelling ISBN: 3030039757 ISBN-13(EAN): 9783030039752 Издательство: Springer Рейтинг: Цена: 130430.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: This book explains the hypoplastic modelling framework. It is divided into two parts, the first of which is devoted to principles of hypoplasticity. First, the basic features of soil’s mechanical behaviour are introduced, namely non-linearity and asymptotic properties. These features are then incorporated into simple one-dimensional hypoplastic equations for compression and shear. Subsequently, a hypoplastic equivalent of the Modified Cam-Clay model is developed in 2D space using stress and strain invariants to demonstrate key similarities and differences between elasto-plastic and hypoplastic formulations. Lastly, the mathematical structure of hypoplastic models is explained by tracing their historical development, from the early trial-and-error models to more recent approaches. In turn, Part II introduces specific hypoplastic models for soils. First, two reference models for sand and clay are defined. After summarising their mathematical formulations, calibration procedures are described and discussed. Subsequently, more advanced modelling approaches are covered: the intergranular strain concept incorporating the effects of small strain stiffness and cyclic loading, viscohypoplasticity for predicting rate effects, soil structure to represent structured and bonded materials and soil anisotropy. The book concludes with a description of partial saturation and thermal effects: topics that are increasingly important to the disciplines of energy and environmental geotechnics.Selecting a constitutive model and its parameters is often the most important and yet challenging part of any numerical analysis in geotechnical engineering. Hypoplasticity involves a specific class of soil constitutive models, which are described in detail here. The book offers an essential resource, both for model users who need a more advanced model for their geotechnical calculations and are mainly interested in parameter calibration procedures, and for model developers who are seeking a comprehensive understanding of the mathematical structure of hypoplasticity.
Автор: Saxena Название: Distinct Element Modelling in Geomechanics ISBN: 9054107758 ISBN-13(EAN): 9789054107750 Издательство: Taylor&Francis Рейтинг: Цена: 193950.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: Linear mathematical assumptions for procedures in other branches of engineering have little relevance for geoengineering, which must accommodate non-linear behaviors. Contributors to eight papers apply the breakthrough numerical modeling.
