Clay in engineering geology / Gillot , Jack E. (1987)

Public ISBD Titre : Clay in engineering geology Type de document : texte imprimé Auteurs : Gillot , Jack E., Auteur Editeur : Amsterdam : Elsevier Année de publication : 1987 Collection : Developments in geotechnical engineering num. 41 Importance : XVI-468 p. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-444-42758-8 Note générale : Bibliogr. p. 430-435. Index Langues : Anglais (eng) Mots-clés : Clay Engineering geology Argile Géologie appliquée Index. décimale : 551.353 Formations de type abyssal. Faciès rubigineux. Argiles des grandes profondeurs. Faciès siliceux Résumé : This text interdisciplinary and is restricted in scope to a discussion of the importance of clay in engineering geology. It is primarily addressed to geologists and mineralogists and to those civil engineers who are concerned with the geotechnical sciences. Its object is to introduce geologists and minealogists to the often unfamiliar terminology and literature of some aspects of soil mechanics and correspondingly to introduce engineers to pertinent information in geology and mineralogy which relates to clay. Note de contenu : Summary: 1. The nature and classification of clay and soils 2. Physical geology 3. The origin and evolution of clay minerals and clays 4. Composition and fabrics of clays 5. Physical chemistry of clays 6. Moisture interaction with clays and clay minerals 7. Strength and rheology of clays 8. Soil stabilization 9. Clays as materials 10. The mineralogical analysis of clay 11. Physical analysis of clays 12. Engineering anamysis of soils * References * Index Clay in engineering geology [texte imprimé] / Gillot , Jack E., Auteur . - Amsterdam : Elsevier, 1987 . - XVI-468 p. : ill. ; 25 cm. - (Developments in geotechnical engineering; 41) . ISBN : 978-0-444-42758-8 Bibliogr. p. 430-435. Index Langues : Anglais (eng) Mots-clés : Clay Engineering geology Argile Géologie appliquée Index. décimale : 551.353 Formations de type abyssal. Faciès rubigineux. Argiles des grandes profondeurs. Faciès siliceux Résumé : This text interdisciplinary and is restricted in scope to a discussion of the importance of clay in engineering geology. It is primarily addressed to geologists and mineralogists and to those civil engineers who are concerned with the geotechnical sciences. Its object is to introduce geologists and minealogists to the often unfamiliar terminology and literature of some aspects of soil mechanics and correspondingly to introduce engineers to pertinent information in geology and mineralogy which relates to clay. Note de contenu : Summary: 1. The nature and classification of clay and soils 2. Physical geology 3. The origin and evolution of clay minerals and clays 4. Composition and fabrics of clays 5. Physical chemistry of clays 6. Moisture interaction with clays and clay minerals 7. Strength and rheology of clays 8. Soil stabilization 9. Clays as materials 10. The mineralogical analysis of clay 11. Physical analysis of clays 12. Engineering anamysis of soils * References * Index

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Dynamic Soil-Structure Interaction (1998)

Public ISBD Titre : Dynamic Soil-Structure Interaction : current research in china and switzerland Type de document : texte imprimé Editeur : Amsterdam : Elsevier Année de publication : 1998 Collection : Developments in geotechnical engineering num. 83 Importance : XII-321 p. Présentation : ill. Format : 27 cm ISBN/ISSN/EAN : 978-0-444-50035-9 Note générale : Bibliogr. Index. Langues : Anglais (eng) Mots-clés : G.Civil géotechnique sol. Index. décimale : 624.13 Géotechnique. Mécanique des sols. Ouvrages en terres. Techniques de congélations des terrains Résumé : Hardbound. Dynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed. This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in China and Switzerland.An excellent book for scientists and engineers in civil engineering, structural engineering, geotechnical engineering and earthquake engineering. Note de contenu : Contents *Simple Physical Models for Foundation Dynamics *The Scaled Boundary Finite-Element Method *Alias Consistent Infinitesimal Finite-Element Cell Method -- for Unbounded Media *Effects of Soil-Structure Interaction on Nonlinear Response of Arch Dams *Application of Transmitting Boundaries to Non-Linear Dynamic *Analysis of an Arch Dam-Foundation-Reservoir System *A Decoupling Numerical Simulation of Wave Motion Dynamic Soil-Structure Interaction : current research in china and switzerland [texte imprimé] . - Amsterdam : Elsevier, 1998 . - XII-321 p. : ill. ; 27 cm. - (Developments in geotechnical engineering; 83) . ISBN : 978-0-444-50035-9 Bibliogr. Index. Langues : Anglais (eng) Mots-clés : G.Civil géotechnique sol. Index. décimale : 624.13 Géotechnique. Mécanique des sols. Ouvrages en terres. Techniques de congélations des terrains Résumé : Hardbound. Dynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed. This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in China and Switzerland.An excellent book for scientists and engineers in civil engineering, structural engineering, geotechnical engineering and earthquake engineering. Note de contenu : Contents *Simple Physical Models for Foundation Dynamics *The Scaled Boundary Finite-Element Method *Alias Consistent Infinitesimal Finite-Element Cell Method -- for Unbounded Media *Effects of Soil-Structure Interaction on Nonlinear Response of Arch Dams *Application of Transmitting Boundaries to Non-Linear Dynamic *Analysis of an Arch Dam-Foundation-Reservoir System *A Decoupling Numerical Simulation of Wave Motion

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Landslides and their control / Zaruba, Quido (1982)

Public ISBD Titre : Landslides and their control Type de document : texte imprimé Auteurs : Zaruba, Quido, Auteur ; Mencl, Vojtech, Auteur ; Zarubova, Helena, Auteur Mention d'édition : 2 éd Editeur : Amsterdam : Elsevier Année de publication : 1982 Collection : Developments in geotechnical engineering num. 31 Importance : 324 p. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-444-99700-5 Note générale : Bibliogr. p. 301-315. Index Langues : Anglais (eng) Mots-clés : Landslides  Slopes (Soil mechanics)  Mécanique des sols  Subsidences (géologie)  Pentes et versants Index. décimale : 551.435.62 Formes de relief créées par l'action destructive de la pesanteur. Chenaux tracés par les avalanches. Eboulements et glissement de terrain Note de contenu : Summary: 1. Introduction 2. Factors causing mass movements 3. The classification of slope movement 4. Mechanics of the development of slope failures 5. Geological definition of the main landslide types 6. Methods of landslide investigation 7. Stability analyses 8. Corrective measures 9. The prevention of slope failure - general considerations 10. Mass movements and dam construction 11. Landslides and road construction 12. Landslides and urban planning 13. Mass movements and the exploitation of mineral deposits * Bibliography * Index Landslides and their control [texte imprimé] / Zaruba, Quido, Auteur ; Mencl, Vojtech, Auteur ; Zarubova, Helena, Auteur  . -  2 éd . - Amsterdam : Elsevier, 1982 . - 324 p. : ill. ; 25 cm. - (Developments in geotechnical engineering; 31) . ISBN : 978-0-444-99700-5 Bibliogr. p. 301-315. Index Langues : Anglais (eng) Mots-clés : Landslides  Slopes (Soil mechanics)  Mécanique des sols  Subsidences (géologie)  Pentes et versants Index. décimale : 551.435.62 Formes de relief créées par l'action destructive de la pesanteur. Chenaux tracés par les avalanches. Eboulements et glissement de terrain Note de contenu : Summary: 1. Introduction 2. Factors causing mass movements 3. The classification of slope movement 4. Mechanics of the development of slope failures 5. Geological definition of the main landslide types 6. Methods of landslide investigation 7. Stability analyses 8. Corrective measures 9. The prevention of slope failure - general considerations 10. Mass movements and dam construction 11. Landslides and road construction 12. Landslides and urban planning 13. Mass movements and the exploitation of mineral deposits * Bibliography * Index

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Mechanics of particulate materials / Jaroslav Feda (1982)

Public ISBD Titre : Mechanics of particulate materials : the principles Type de document : texte imprimé Auteurs : Jaroslav Feda, Auteur Editeur : Amsterdam : Elsevier Année de publication : 1982 Collection : Developments in geotechnical engineering num. 30 Importance : [447] p. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-444-99713-5 Note générale : Bibliogr. p. 399-[432] . Index Langues : Anglais (eng) Mots-clés : Particules (matière) , Mécanique , Solides en vrac , Particles , Bulk solids , Mechaniccs Index. décimale : 620.1 Essais des matériaux. Défauts des matériaux. Protection des matériaux Résumé : Granular and cohesive materials, such as coal, ores, sans, cement, kaolin, foodstuffs and fodder, metalic and non-metallic powders, etc. are produced, handled, stored, pressed and otherwise used in many branches of manufacture, and in the building industry. The granular and cohesive materials of the earth's crust on which structures are erected, or of which embankments and dams are built, are similar in character. Because they consist of mutually contacting solid particles, the author regards them all as particulate materials. Particulate materials find application in most diverse and frequently wholly unrelated fields of human endeavour; the theoritical fundamentals and knowledge of their behaviour that have evolved and been established in these various fields are, therefore, fragmentary and isolated from one another. It is the principal aim of this book to evaluate critically the various finding, unify and generalize them theoritically on a common basis and thus lay the fundations of a new scientific discipline - the mechanics of particulate materials as a couterpart to continuum mechanics. Note de contenu : Sommaire: 1. Introductory cnsiderations 2. Some descriptive properties of particulate materials 3. Bonding between solid particles and the interaction of phases 4. Structure of particulate materials and its models 5. Measurements and examples of the mechanical behaviour of particulate materials 6. Time-independent constitutive relations for particulate materials 7. Consolidation and creep of particulate materials 8. Some aspects of the mechanical behaviour of particulate materials Bibliography Index Mechanics of particulate materials : the principles [texte imprimé] / Jaroslav Feda, Auteur . - Amsterdam : Elsevier, 1982 . - [447] p. : ill. ; 25 cm. - (Developments in geotechnical engineering; 30) . ISBN : 978-0-444-99713-5 Bibliogr. p. 399-[432] . Index Langues : Anglais (eng) Mots-clés : Particules (matière) , Mécanique , Solides en vrac , Particles , Bulk solids , Mechaniccs Index. décimale : 620.1 Essais des matériaux. Défauts des matériaux. Protection des matériaux Résumé : Granular and cohesive materials, such as coal, ores, sans, cement, kaolin, foodstuffs and fodder, metalic and non-metallic powders, etc. are produced, handled, stored, pressed and otherwise used in many branches of manufacture, and in the building industry. The granular and cohesive materials of the earth's crust on which structures are erected, or of which embankments and dams are built, are similar in character. Because they consist of mutually contacting solid particles, the author regards them all as particulate materials. Particulate materials find application in most diverse and frequently wholly unrelated fields of human endeavour; the theoritical fundamentals and knowledge of their behaviour that have evolved and been established in these various fields are, therefore, fragmentary and isolated from one another. It is the principal aim of this book to evaluate critically the various finding, unify and generalize them theoritically on a common basis and thus lay the fundations of a new scientific discipline - the mechanics of particulate materials as a couterpart to continuum mechanics. Note de contenu : Sommaire: 1. Introductory cnsiderations 2. Some descriptive properties of particulate materials 3. Bonding between solid particles and the interaction of phases 4. Structure of particulate materials and its models 5. Measurements and examples of the mechanical behaviour of particulate materials 6. Time-independent constitutive relations for particulate materials 7. Consolidation and creep of particulate materials 8. Some aspects of the mechanical behaviour of particulate materials Bibliography Index

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Rockslides and avalanches, 1. Natural phenomena / Voight, Barry (1978)

Public ISBD Titre de série : Rockslides and avalanches, 1 Titre : Natural phenomena Type de document : texte imprimé Auteurs : Voight, Barry, Éditeur scientifique Editeur : Amsterdam : Elsevier Année de publication : 1978 Collection : Developments in geotechnical engineering num. 14A Importance : XVIII-833 p. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-444-41507-3 Note générale : Bibliogr. p. 826-833 Langues : Anglais (eng) Mots-clés : Mass-wasting Avalanches Soil mechanics Glissements de terrain -- Amérique Avalanches -- Amérique Préhistoire Roches, Mécanique des --Amérique Roches -- Fluage -- Amérique Mouvements de masse (mécanique des sols) -- Amérique Index. décimale : 551.3 Géodynamique externe (phénomènes exogènes) Résumé : Rockslides and avalanches is a unique 2 volume work which brings together for the first time the full scope of geological and geotechnical studies on the major mass movement events of the western hemisphere, described in detail and interpreted by recognized authorities. Note de contenu : Summary: 1. Observations on landslides and relevance to modern interpretations 2. Classic rockslides and avalanches 3. Large-scale prehistoric mass movements 4. Rock creep, scale effects and related questions 5. Mass movement of snow and ice Rockslides and avalanches, 1. Natural phenomena [texte imprimé] / Voight, Barry, Éditeur scientifique . - Amsterdam : Elsevier, 1978 . - XVIII-833 p. : ill. ; 25 cm. - (Developments in geotechnical engineering; 14A) . ISBN : 978-0-444-41507-3 Bibliogr. p. 826-833 Langues : Anglais (eng) Mots-clés : Mass-wasting Avalanches Soil mechanics Glissements de terrain -- Amérique Avalanches -- Amérique Préhistoire Roches, Mécanique des --Amérique Roches -- Fluage -- Amérique Mouvements de masse (mécanique des sols) -- Amérique Index. décimale : 551.3 Géodynamique externe (phénomènes exogènes) Résumé : Rockslides and avalanches is a unique 2 volume work which brings together for the first time the full scope of geological and geotechnical studies on the major mass movement events of the western hemisphere, described in detail and interpreted by recognized authorities. Note de contenu : Summary: 1. Observations on landslides and relevance to modern interpretations 2. Classic rockslides and avalanches 3. Large-scale prehistoric mass movements 4. Rock creep, scale effects and related questions 5. Mass movement of snow and ice

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Rockslides and avalanches, 2. Engineering sites / Voight, Barry (1979)

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