Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Advances in multi-physics and multi-scale couplings in geo-environmental mechanics / / edited by François Nicot, Olivier Millet
| Advances in multi-physics and multi-scale couplings in geo-environmental mechanics / / edited by François Nicot, Olivier Millet |
| Pubbl/distr/stampa | London, England ; ; Oxford, England : , : ISTE Press : , : Elsevier, , 2018 |
| Descrizione fisica | 1 online resource (55 pages) : illustrations (some color), photographs, graphs |
| Disciplina | 624.151 |
| Soggetto topico |
Environmental geotechnology
Multiscale modeling Physics |
| ISBN |
0-08-102596-3
1-78548-278-5 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910583012203321 |
| London, England ; ; Oxford, England : , : ISTE Press : , : Elsevier, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Failure in geomaterials : a contemporary treatise / / Richard Wan, François Nicot, Félix Darve
| Failure in geomaterials : a contemporary treatise / / Richard Wan, François Nicot, Félix Darve |
| Autore | Wan Richard |
| Pubbl/distr/stampa | London, England ; ; Oxford, England : , : ISTE Press - Elsevier, , 2017 |
| Descrizione fisica | 1 online resource (224 pages) : illustrations, photographs |
| Disciplina | 624.15136 |
| Soggetto topico |
Soil mechanics
Fracture mechanics |
| ISBN |
0-08-101056-7
1-78548-009-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910583336003321 |
Wan Richard
|
||
| London, England ; ; Oxford, England : , : ISTE Press - Elsevier, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Rockfall engineering [[electronic resource] /] / edited by Stéphane Lambert, François Nicot
| Rockfall engineering [[electronic resource] /] / edited by Stéphane Lambert, François Nicot |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (461 p.) |
| Disciplina |
624.1/5132
624.15132 |
| Altri autori (Persone) |
LambertStéphane <1969->
NicotFrançois |
| Collana | ISTE |
| Soggetto topico |
Rockslides - Prevention
Soil stabilization Rock slopes |
| ISBN |
1-118-60153-X
1-118-60161-0 1-118-60152-1 1-299-18758-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright Page; Table of Contents; Foreword; Introduction; Chapter 1. Geophysical Detection and Characterization of Discontinuities in Rock Slopes; 1.1. Introduction; 1.2. Geophysical parameters and methods; 1.2.1. Introduction; 1.2.2. Seismic velocity; 1.2.3. Electrical resistivity; 1.2.4. Dielectrical permittivity; 1.2.5. Resonance frequency; 1.3. Applications; 1.3.1. Introduction; 1.3.2. Plateau survey: Ravin de l'Aiguille; 1.3.3. Cliff survey: Gorge de la Bourne; 1.3.4. Column survey: Chamousset; 1.4. Conclusions; 1.5. Acknowledgments; 1.6. Bibliography
Chapter 2. Remote Sensing and Monitoring Techniques for the Characterization of Rock Mass Deformation and Change Detection2.1. Introduction; 2.2. Main issues; 2.3. Investigation and monitoring techniques; 2.3.1. Geotechnical instrumentation: crackmeter, extensometer, tiltmeter; 2.3.2. Distancemeter; 2.3.3. Laser scanning; 2.3.4. High resolution imaging and photogrammetry; 2.3.5. Synthetic aperture radar interferometry (InSAR); 2.3.6. Global navigation satellite system (GNSS); 2.4. Examples of applications; 2.4.1. Detection of rock slope instabilities; 2.4.2. Geometry and structure analysis 2.4.3. Movement detection and characterization2.4.4. Monitoring and real-time warning; 2.5. Perspectives; 2.6. Conclusions; 2.7. Bibliography; Chapter 3. Mechanical Stability Analyses of Fractured Rock Slopes; 3.1. Introduction; 3.2. Experimental study of rock joint behavior; 3.2.1. Description of natural rock joints; 3.2.2. Compression behavior of natural rock joints; 3.2.3. Shear behavior of natural rock joints; 3.2.4. Behavior of natural rock joints under other loading paths; 3.3. Failure computations of rigid blocks; 3.3.1. Geometrical aspects of block failure 3.3.2. Mechanical aspects of failure computation3.3.3. Examples of deterministic and probabilistic stability analyses; 3.3.4. Conclusion on failure computations; 3.4. Overview of different stress-strain analyses; 3.4.1. Different stress-strain methods; 3.4.2. Continuous approaches with joints; 3.4.3. Discrete methods; 3.4.4. Distinct element modeling; 3.4.5. NSCD method; 3.4.6. Hybrid methods; 3.5. An advanced stress-strain analysis of failure; 3.5.1. Framework of the analysis; 3.5.2. A new rock joint constitutive relation: the INL2 relation; 3.5.3. Stability analysis of INL2 relation 3.5.4. A stress-strain analysis of a rock slope3.6. Conclusions; 3.7. Bibliography; Chapter 4. Assessment of Constitutive Behaviors in Jointed Rock Masses from a DEM Perspective; 4.1. Introduction; 4.2. Discrete Element Modeling of rock materials; 4.3. Representation of rock discontinuities; 4.3.1. Smooth joint contact; 4.3.2. Synthetic rock joint; 4.3.3. Shear behavior of rough joints; 4.4. Synthetic Rock Mass modeling methodology; 4.4.1. Rock mass structural representation; 4.4.2. Equivalent rock mass model; 4.4.3. Rock mass constitutive behavior; 4.4.4. Anisotropy in rock mass properties 4.5. Analysis of specific mechanical behaviors: case studies |
| Record Nr. | UNINA-9910138866503321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Rockfall engineering [[electronic resource] /] / edited by Stéphane Lambert, François Nicot
| Rockfall engineering [[electronic resource] /] / edited by Stéphane Lambert, François Nicot |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (461 p.) |
| Disciplina |
624.1/5132
624.15132 |
| Altri autori (Persone) |
LambertStéphane <1969->
NicotFrançois |
| Collana | ISTE |
| Soggetto topico |
Rockslides - Prevention
Soil stabilization Rock slopes |
| ISBN |
1-118-60153-X
1-118-60161-0 1-118-60152-1 1-299-18758-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright Page; Table of Contents; Foreword; Introduction; Chapter 1. Geophysical Detection and Characterization of Discontinuities in Rock Slopes; 1.1. Introduction; 1.2. Geophysical parameters and methods; 1.2.1. Introduction; 1.2.2. Seismic velocity; 1.2.3. Electrical resistivity; 1.2.4. Dielectrical permittivity; 1.2.5. Resonance frequency; 1.3. Applications; 1.3.1. Introduction; 1.3.2. Plateau survey: Ravin de l'Aiguille; 1.3.3. Cliff survey: Gorge de la Bourne; 1.3.4. Column survey: Chamousset; 1.4. Conclusions; 1.5. Acknowledgments; 1.6. Bibliography
Chapter 2. Remote Sensing and Monitoring Techniques for the Characterization of Rock Mass Deformation and Change Detection2.1. Introduction; 2.2. Main issues; 2.3. Investigation and monitoring techniques; 2.3.1. Geotechnical instrumentation: crackmeter, extensometer, tiltmeter; 2.3.2. Distancemeter; 2.3.3. Laser scanning; 2.3.4. High resolution imaging and photogrammetry; 2.3.5. Synthetic aperture radar interferometry (InSAR); 2.3.6. Global navigation satellite system (GNSS); 2.4. Examples of applications; 2.4.1. Detection of rock slope instabilities; 2.4.2. Geometry and structure analysis 2.4.3. Movement detection and characterization2.4.4. Monitoring and real-time warning; 2.5. Perspectives; 2.6. Conclusions; 2.7. Bibliography; Chapter 3. Mechanical Stability Analyses of Fractured Rock Slopes; 3.1. Introduction; 3.2. Experimental study of rock joint behavior; 3.2.1. Description of natural rock joints; 3.2.2. Compression behavior of natural rock joints; 3.2.3. Shear behavior of natural rock joints; 3.2.4. Behavior of natural rock joints under other loading paths; 3.3. Failure computations of rigid blocks; 3.3.1. Geometrical aspects of block failure 3.3.2. Mechanical aspects of failure computation3.3.3. Examples of deterministic and probabilistic stability analyses; 3.3.4. Conclusion on failure computations; 3.4. Overview of different stress-strain analyses; 3.4.1. Different stress-strain methods; 3.4.2. Continuous approaches with joints; 3.4.3. Discrete methods; 3.4.4. Distinct element modeling; 3.4.5. NSCD method; 3.4.6. Hybrid methods; 3.5. An advanced stress-strain analysis of failure; 3.5.1. Framework of the analysis; 3.5.2. A new rock joint constitutive relation: the INL2 relation; 3.5.3. Stability analysis of INL2 relation 3.5.4. A stress-strain analysis of a rock slope3.6. Conclusions; 3.7. Bibliography; Chapter 4. Assessment of Constitutive Behaviors in Jointed Rock Masses from a DEM Perspective; 4.1. Introduction; 4.2. Discrete Element Modeling of rock materials; 4.3. Representation of rock discontinuities; 4.3.1. Smooth joint contact; 4.3.2. Synthetic rock joint; 4.3.3. Shear behavior of rough joints; 4.4. Synthetic Rock Mass modeling methodology; 4.4.1. Rock mass structural representation; 4.4.2. Equivalent rock mass model; 4.4.3. Rock mass constitutive behavior; 4.4.4. Anisotropy in rock mass properties 4.5. Analysis of specific mechanical behaviors: case studies |
| Record Nr. | UNINA-9910830173603321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||