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Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Autore Schrefler B. A
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (534 p.)
Disciplina 624.151
628.5/5
628.55
Altri autori (Persone) SchreflerB. A
DelagePierre
Collana ISTE
Soggetto topico Environmental geotechnology
Soil pollution
Soggetto genere / forma Electronic books.
ISBN 1-118-61983-8
1-299-44929-8
1-118-62013-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Environmental Geomechanics; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Debris Flows; 1.1. Introduction; 1.2. Typology of torrential flows; 1.2.1. Watershed as a complex physical system; 1.2.2. Types of transport; 1.3. Initiation, motion and effects of debris flows; 1.3.1. Initiation; 1.3.2. Motion; 1.3.3. Deposition and effects; 1.4. Modeling debris flows; 1.4.1. Debris flow classification and rheological behavior; 1.4.2. Rheometry; 1.4.3. Application: sheet flows; 1.4.4. Slow motion; 1.4.5. Fast motion; 1.5. Bibliography; Chapter 2. Snow Avalanches
2.1. Introduction2.1.1. A physical picture of avalanches; 2.1.2. Avalanche release; 2.1.3. Avalanche motion; 2.2. Modeling avalanches; 2.2.1. Statistical methods; 2.2.2. Fluid-mechanics approach (avalanche-dynamics models); 2.2.3. Simple models; 2.2.4. Intermediate models (depth-averaged models); 2.2.5. Three-dimensional computational models; 2.2.6. Small-scale models; 2.3. Bibliography; Chapter 3. Instability of Soil Masses; 3.1. Introduction; 3.2. Slowly moving slopes; 3.2.1. Principal characteristics; 3.2.2. Determination of the laws of creep in situ; 3.2.3. Modeling of the mass
3.3. Limit state analysis3.3.1. Mohr-Coulomb criterion; 3.3.2. Infinitely long slope; 3.3.3. Methods of slices; 3.3.4. Finite-elements method; 3.4. Case of non-saturated masses; 3.4.1. Problem; 3.4.2. Types of modeling; 3.4.3. Three-phase modeling; 3.4.4. Applications; 3.5. Conclusion and prospects; 3.6. Bibliography; Chapter 4. Instability of Rock Masses; 4.1. Introduction; 4.2. Cliff stability and toppling; 4.2.1. Sliding; 4.2.2. Toppling; 4.3. Contact-impact; 4.3.1. General remarks; 4.3.2. Impact at the surface of the terrain; 4.4. Flight trajectory; 4.5. Sliding and rolling
4.5.1. Sliding4.5.2. Rolling; 4.5.3. Rolling with sliding; 4.6. Impact on an embankment (safety embankment); 4.6.1. Poncelet's empirical formula; 4.6.2. Method of elastic shocks; 4.6.3. Dynamic punching; 4.7. Capacity of the protective structures; 4.7.1. Elastoplastic model; 4.7.2. Capacity of the various types of structures; 4.8. Conclusion; 4.9. Bibliography; Chapter 5. Subsidence Phenomena; 5.1. Subsidence caused by water withdrawal; 5.1.1. Introduction; 5.1.2. The mathematical model; 5.1.3. Possible numerical problems
5.1.4. Case studies: comparison between observed behavior and the predictions of numerical models5.1.5. Second study case: the subsidence of Albano Terme; 5.2. Artificially-induced land uplift; 5.3. Conclusions; 5.4. Bibliography; Chapter 6. Soil Collapse due to Water Infiltration; 6.1. Introduction; 6.2. The loess in Northern France; 6.2.1. The collapse of loess; 6.2.2. Geotechnical characterization of the samples; 6.2.3. Collapse behavior of the loess; 6.2.4. Evaluation of various collapsibility criteria; 6.3. Conclusion; 6.4. Bibliography
Chapter 7. Subsidence Induced by Fossil Fuel Extraction
Record Nr. UNINA-9910139025503321
Schrefler B. A  
London, : ISTE
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Autore Schrefler B. A
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (534 p.)
Disciplina 624.151
628.5/5
628.55
Altri autori (Persone) SchreflerB. A
DelagePierre
Collana ISTE
Soggetto topico Environmental geotechnology
Soil pollution
ISBN 1-118-61983-8
1-299-44929-8
1-118-62013-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Environmental Geomechanics; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Debris Flows; 1.1. Introduction; 1.2. Typology of torrential flows; 1.2.1. Watershed as a complex physical system; 1.2.2. Types of transport; 1.3. Initiation, motion and effects of debris flows; 1.3.1. Initiation; 1.3.2. Motion; 1.3.3. Deposition and effects; 1.4. Modeling debris flows; 1.4.1. Debris flow classification and rheological behavior; 1.4.2. Rheometry; 1.4.3. Application: sheet flows; 1.4.4. Slow motion; 1.4.5. Fast motion; 1.5. Bibliography; Chapter 2. Snow Avalanches
2.1. Introduction2.1.1. A physical picture of avalanches; 2.1.2. Avalanche release; 2.1.3. Avalanche motion; 2.2. Modeling avalanches; 2.2.1. Statistical methods; 2.2.2. Fluid-mechanics approach (avalanche-dynamics models); 2.2.3. Simple models; 2.2.4. Intermediate models (depth-averaged models); 2.2.5. Three-dimensional computational models; 2.2.6. Small-scale models; 2.3. Bibliography; Chapter 3. Instability of Soil Masses; 3.1. Introduction; 3.2. Slowly moving slopes; 3.2.1. Principal characteristics; 3.2.2. Determination of the laws of creep in situ; 3.2.3. Modeling of the mass
3.3. Limit state analysis3.3.1. Mohr-Coulomb criterion; 3.3.2. Infinitely long slope; 3.3.3. Methods of slices; 3.3.4. Finite-elements method; 3.4. Case of non-saturated masses; 3.4.1. Problem; 3.4.2. Types of modeling; 3.4.3. Three-phase modeling; 3.4.4. Applications; 3.5. Conclusion and prospects; 3.6. Bibliography; Chapter 4. Instability of Rock Masses; 4.1. Introduction; 4.2. Cliff stability and toppling; 4.2.1. Sliding; 4.2.2. Toppling; 4.3. Contact-impact; 4.3.1. General remarks; 4.3.2. Impact at the surface of the terrain; 4.4. Flight trajectory; 4.5. Sliding and rolling
4.5.1. Sliding4.5.2. Rolling; 4.5.3. Rolling with sliding; 4.6. Impact on an embankment (safety embankment); 4.6.1. Poncelet's empirical formula; 4.6.2. Method of elastic shocks; 4.6.3. Dynamic punching; 4.7. Capacity of the protective structures; 4.7.1. Elastoplastic model; 4.7.2. Capacity of the various types of structures; 4.8. Conclusion; 4.9. Bibliography; Chapter 5. Subsidence Phenomena; 5.1. Subsidence caused by water withdrawal; 5.1.1. Introduction; 5.1.2. The mathematical model; 5.1.3. Possible numerical problems
5.1.4. Case studies: comparison between observed behavior and the predictions of numerical models5.1.5. Second study case: the subsidence of Albano Terme; 5.2. Artificially-induced land uplift; 5.3. Conclusions; 5.4. Bibliography; Chapter 6. Soil Collapse due to Water Infiltration; 6.1. Introduction; 6.2. The loess in Northern France; 6.2.1. The collapse of loess; 6.2.2. Geotechnical characterization of the samples; 6.2.3. Collapse behavior of the loess; 6.2.4. Evaluation of various collapsibility criteria; 6.3. Conclusion; 6.4. Bibliography
Chapter 7. Subsidence Induced by Fossil Fuel Extraction
Record Nr. UNINA-9910830767603321
Schrefler B. A  
London, : ISTE
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Environmental geomechanics [[electronic resource] /] / edited by Bernhard Schrefler, Pierre Delage
Autore Schrefler B. A
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (534 p.)
Disciplina 624.151
628.5/5
628.55
Altri autori (Persone) SchreflerB. A
DelagePierre
Collana ISTE
Soggetto topico Environmental geotechnology
Soil pollution
ISBN 1-118-61983-8
1-299-44929-8
1-118-62013-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Environmental Geomechanics; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Debris Flows; 1.1. Introduction; 1.2. Typology of torrential flows; 1.2.1. Watershed as a complex physical system; 1.2.2. Types of transport; 1.3. Initiation, motion and effects of debris flows; 1.3.1. Initiation; 1.3.2. Motion; 1.3.3. Deposition and effects; 1.4. Modeling debris flows; 1.4.1. Debris flow classification and rheological behavior; 1.4.2. Rheometry; 1.4.3. Application: sheet flows; 1.4.4. Slow motion; 1.4.5. Fast motion; 1.5. Bibliography; Chapter 2. Snow Avalanches
2.1. Introduction2.1.1. A physical picture of avalanches; 2.1.2. Avalanche release; 2.1.3. Avalanche motion; 2.2. Modeling avalanches; 2.2.1. Statistical methods; 2.2.2. Fluid-mechanics approach (avalanche-dynamics models); 2.2.3. Simple models; 2.2.4. Intermediate models (depth-averaged models); 2.2.5. Three-dimensional computational models; 2.2.6. Small-scale models; 2.3. Bibliography; Chapter 3. Instability of Soil Masses; 3.1. Introduction; 3.2. Slowly moving slopes; 3.2.1. Principal characteristics; 3.2.2. Determination of the laws of creep in situ; 3.2.3. Modeling of the mass
3.3. Limit state analysis3.3.1. Mohr-Coulomb criterion; 3.3.2. Infinitely long slope; 3.3.3. Methods of slices; 3.3.4. Finite-elements method; 3.4. Case of non-saturated masses; 3.4.1. Problem; 3.4.2. Types of modeling; 3.4.3. Three-phase modeling; 3.4.4. Applications; 3.5. Conclusion and prospects; 3.6. Bibliography; Chapter 4. Instability of Rock Masses; 4.1. Introduction; 4.2. Cliff stability and toppling; 4.2.1. Sliding; 4.2.2. Toppling; 4.3. Contact-impact; 4.3.1. General remarks; 4.3.2. Impact at the surface of the terrain; 4.4. Flight trajectory; 4.5. Sliding and rolling
4.5.1. Sliding4.5.2. Rolling; 4.5.3. Rolling with sliding; 4.6. Impact on an embankment (safety embankment); 4.6.1. Poncelet's empirical formula; 4.6.2. Method of elastic shocks; 4.6.3. Dynamic punching; 4.7. Capacity of the protective structures; 4.7.1. Elastoplastic model; 4.7.2. Capacity of the various types of structures; 4.8. Conclusion; 4.9. Bibliography; Chapter 5. Subsidence Phenomena; 5.1. Subsidence caused by water withdrawal; 5.1.1. Introduction; 5.1.2. The mathematical model; 5.1.3. Possible numerical problems
5.1.4. Case studies: comparison between observed behavior and the predictions of numerical models5.1.5. Second study case: the subsidence of Albano Terme; 5.2. Artificially-induced land uplift; 5.3. Conclusions; 5.4. Bibliography; Chapter 6. Soil Collapse due to Water Infiltration; 6.1. Introduction; 6.2. The loess in Northern France; 6.2.1. The collapse of loess; 6.2.2. Geotechnical characterization of the samples; 6.2.3. Collapse behavior of the loess; 6.2.4. Evaluation of various collapsibility criteria; 6.3. Conclusion; 6.4. Bibliography
Chapter 7. Subsidence Induced by Fossil Fuel Extraction
Record Nr. UNINA-9910841184903321
Schrefler B. A  
London, : ISTE
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui