Physical Soil Mechanics [recurso electrónico] / by Gerd Gudehus.

Por: Gudehus, Gerd [author.]Colaborador(es): SpringerLink (Online service)Tipo de material: TextoTextoSeries Advances in Geophysical and Environmental Mechanics and MathematicsEditor: Berlin, Heidelberg : Springer Berlin Heidelberg, 2011Descripción: XIII, 840p. 1000 illus. online resourceTipo de contenido: text Tipo de medio: computer Tipo de portador: online resourceISBN: 9783540363545Tema(s): Engineering | Physical geography | Engineering geology | Hydraulic engineering | Engineering | Geoengineering, Foundations, Hydraulics | Engineering, general | Geotechnical Engineering | Geophysics/Geodesy | Soft and Granular Matter, Complex Fluids and MicrofluidicsFormatos físicos adicionales: Printed edition:: Sin títuloClasificación CDD: 624.15 Clasificación LoC:TA703-705.4TA775-787TC1-1800Recursos en línea: Libro electrónicoTexto
Contenidos:
Prologue -- introduction -- simple psammoids -- simple peloids -- psammoids with reversals -- peloids with reversals -- pore fluid -- bridging gaps -- localization -- fabric -- boundary conditions -- one-dimensional evolutions -- plane-parallel evolutions without ssi -- plane-parallel evolutions with ssi -- axi-symmetric evolutions -- less symmetric evolutions -- critical phenomena -- epilogue -- references -- symbols and acronyms.
En: Springer eBooksResumen: Soil is matter in its own right. Its nature can be captured by means of monotonous, cyclic and strange attractors. Thus material properties are defined by the asymptotic response of sand- and clay-like samples to imposed deformations and stresses. This serves to validate and calibrate elastoplastic and hypoplastic relations with comparative plots. Extensions capture thermal and seismic activations, limitations occur due to localizations and skeleton decay.Attractors in the large characterize boundary value problems from model tests via geotechnical operations up to tectonic evolutions. Validations of hypoplastic calculations are shown with many examples, possible further applications are indicated in detail. This approach is energetically justified and limited by critical points where the otherwise legitimate continuity gets lost by localization and decay. You will be fascinated by the fourth element although or just as it is so manifold.
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Libro Electrónico Biblioteca Electrónica
Colección de Libros Electrónicos TA703 -705.4 (Browse shelf(Abre debajo)) 1 No para préstamo 373145-2001

Prologue -- introduction -- simple psammoids -- simple peloids -- psammoids with reversals -- peloids with reversals -- pore fluid -- bridging gaps -- localization -- fabric -- boundary conditions -- one-dimensional evolutions -- plane-parallel evolutions without ssi -- plane-parallel evolutions with ssi -- axi-symmetric evolutions -- less symmetric evolutions -- critical phenomena -- epilogue -- references -- symbols and acronyms.

Soil is matter in its own right. Its nature can be captured by means of monotonous, cyclic and strange attractors. Thus material properties are defined by the asymptotic response of sand- and clay-like samples to imposed deformations and stresses. This serves to validate and calibrate elastoplastic and hypoplastic relations with comparative plots. Extensions capture thermal and seismic activations, limitations occur due to localizations and skeleton decay.Attractors in the large characterize boundary value problems from model tests via geotechnical operations up to tectonic evolutions. Validations of hypoplastic calculations are shown with many examples, possible further applications are indicated in detail. This approach is energetically justified and limited by critical points where the otherwise legitimate continuity gets lost by localization and decay. You will be fascinated by the fourth element although or just as it is so manifold.

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