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Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
| Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle |
| Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
| Descrizione fisica | 1 online resource (454 p.) |
| Disciplina |
624.1/51
624.151 |
| Altri autori (Persone) |
DesruesJ (Jacques)
ViggianiGioacchino BesuellePierre |
| Collana | ISTE |
| Soggetto topico |
Soil mechanics - Research - Data processing
Tomography Concrete - Analysis Rocks - Analysis Building materials - Testing |
| ISBN |
1-280-84778-6
9786610847785 0-470-61218-5 0-470-39484-6 1-84704-610-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advances in X-ray Tomography for Geomaterials; Contents; Foreword; Keynote lectures; Micro-Characterization of Shearing in Granular Materials Using Computed Tomography; X-ray Micro CT for Studying Strain Localization in Clay Rocks under Triaxial Compression; Investigation of Engineering Properties of Man-made Composite Geo-materials with Micro-focus X-ray CT; X-ray Tomography as a Tool for Micromechanical Investigations of Cement and Mortar; X-ray Computed Tomography for Geotechnical Engineering; Methods and techniques
Numerically enhanced Microtomographic Imaging Method Using a Novel Ring Artefact FilterSynchrotron X-Ray microtomography: a Hig Resolution, Fast and Quantitative Tool for Rock Characterization; Applications of X-Ray Computed Tomography (CT) in Engineering Geology; Accurate Three-dimensional Measurements of Features in Geological Materials from X-ray Computed Tomography Data; New submicro- and micro-CT set-up for NDT at the UGCT facility of the Ghent University (Belgium); Combination of Dual Energy Microfocus Computed Tomography and Petrography for Objective 3D Reservoir Characterization Optimising X-ray Computer Tomography Images with a CT-simulatorOctopus 8: A High Perfomrance Tomographic Reconstruction Package for X-ray Tube and Synchroton moci-CT; Fracture and localized deformation; Visualization of Failure Pattern Specimens Containing Surface Crack Using X-ray Computerized Tomography; Experimental Study of Compaction Bands in Diatomaceous Porous Rock; X-ray imaging of compactant strain localization in sandstone; Studies of Mechanisms Associated with Sand Production Using X Ray CT Scan The Application of X-ray Computed Tomography for Characterization of Surface Crack Networks in Bentonite-Sand MixturesInvestigation of Crack Behavior on Cover Soils at Landfill using X-ray CT; Characterisation of Hydraulic Fractures in Limestones Using X-ray Microtomography; Characterization of Variable Aperture Rock Fractures Using X-ray Computer Tomography; Microscopic Analysis of Dynamic Loading-induced Fractures by Using Micro CT; Micro structure; Measuring Local Strains in Sandstones under Stress with Micro-computed Tomography Visualization of Grain Motion inside a Triaxial Specimen by Micro X-ray CT at SPring-8Quantifying Consolidation and Reordering in Natural Granular Media from Computed Tomography Images; Grain Partitioning and its Applications; Development of a Three-dimensional Fabric Analysis Method using Scanning Lines and its Applications for X-ray CT Image of Geomaterials; Flow and diffusion; Study on Water Flow in Rock by Means of the Tracer-aided X-rays CT; X-Ray CT Observation and Near-Infrared Spectroscopic Measurement of Bentonite-Quartz Mixtures Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt Permeability |
| Record Nr. | UNINA-9910146251803321 |
| London ; ; Newport Beach, CA, : ISTE, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
| Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle |
| Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
| Descrizione fisica | 1 online resource (454 p.) |
| Disciplina |
624.1/51
624.151 |
| Altri autori (Persone) |
DesruesJ (Jacques)
ViggianiGioacchino BesuellePierre |
| Collana | ISTE |
| Soggetto topico |
Soil mechanics - Research - Data processing
Tomography Concrete - Analysis Rocks - Analysis Building materials - Testing |
| ISBN |
1-280-84778-6
9786610847785 0-470-61218-5 0-470-39484-6 1-84704-610-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advances in X-ray Tomography for Geomaterials; Contents; Foreword; Keynote lectures; Micro-Characterization of Shearing in Granular Materials Using Computed Tomography; X-ray Micro CT for Studying Strain Localization in Clay Rocks under Triaxial Compression; Investigation of Engineering Properties of Man-made Composite Geo-materials with Micro-focus X-ray CT; X-ray Tomography as a Tool for Micromechanical Investigations of Cement and Mortar; X-ray Computed Tomography for Geotechnical Engineering; Methods and techniques
Numerically enhanced Microtomographic Imaging Method Using a Novel Ring Artefact FilterSynchrotron X-Ray microtomography: a Hig Resolution, Fast and Quantitative Tool for Rock Characterization; Applications of X-Ray Computed Tomography (CT) in Engineering Geology; Accurate Three-dimensional Measurements of Features in Geological Materials from X-ray Computed Tomography Data; New submicro- and micro-CT set-up for NDT at the UGCT facility of the Ghent University (Belgium); Combination of Dual Energy Microfocus Computed Tomography and Petrography for Objective 3D Reservoir Characterization Optimising X-ray Computer Tomography Images with a CT-simulatorOctopus 8: A High Perfomrance Tomographic Reconstruction Package for X-ray Tube and Synchroton moci-CT; Fracture and localized deformation; Visualization of Failure Pattern Specimens Containing Surface Crack Using X-ray Computerized Tomography; Experimental Study of Compaction Bands in Diatomaceous Porous Rock; X-ray imaging of compactant strain localization in sandstone; Studies of Mechanisms Associated with Sand Production Using X Ray CT Scan The Application of X-ray Computed Tomography for Characterization of Surface Crack Networks in Bentonite-Sand MixturesInvestigation of Crack Behavior on Cover Soils at Landfill using X-ray CT; Characterisation of Hydraulic Fractures in Limestones Using X-ray Microtomography; Characterization of Variable Aperture Rock Fractures Using X-ray Computer Tomography; Microscopic Analysis of Dynamic Loading-induced Fractures by Using Micro CT; Micro structure; Measuring Local Strains in Sandstones under Stress with Micro-computed Tomography Visualization of Grain Motion inside a Triaxial Specimen by Micro X-ray CT at SPring-8Quantifying Consolidation and Reordering in Natural Granular Media from Computed Tomography Images; Grain Partitioning and its Applications; Development of a Three-dimensional Fabric Analysis Method using Scanning Lines and its Applications for X-ray CT Image of Geomaterials; Flow and diffusion; Study on Water Flow in Rock by Means of the Tracer-aided X-rays CT; X-Ray CT Observation and Near-Infrared Spectroscopic Measurement of Bentonite-Quartz Mixtures Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt Permeability |
| Record Nr. | UNISA-996207979303316 |
| London ; ; Newport Beach, CA, : ISTE, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
| Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle |
| Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
| Descrizione fisica | 1 online resource (454 p.) |
| Disciplina |
624.1/51
624.151 |
| Altri autori (Persone) |
DesruesJ (Jacques)
ViggianiGioacchino BesuellePierre |
| Collana | ISTE |
| Soggetto topico |
Soil mechanics - Research - Data processing
Tomography Concrete - Analysis Rocks - Analysis Building materials - Testing |
| ISBN |
1-280-84778-6
9786610847785 0-470-61218-5 0-470-39484-6 1-84704-610-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advances in X-ray Tomography for Geomaterials; Contents; Foreword; Keynote lectures; Micro-Characterization of Shearing in Granular Materials Using Computed Tomography; X-ray Micro CT for Studying Strain Localization in Clay Rocks under Triaxial Compression; Investigation of Engineering Properties of Man-made Composite Geo-materials with Micro-focus X-ray CT; X-ray Tomography as a Tool for Micromechanical Investigations of Cement and Mortar; X-ray Computed Tomography for Geotechnical Engineering; Methods and techniques
Numerically enhanced Microtomographic Imaging Method Using a Novel Ring Artefact FilterSynchrotron X-Ray microtomography: a Hig Resolution, Fast and Quantitative Tool for Rock Characterization; Applications of X-Ray Computed Tomography (CT) in Engineering Geology; Accurate Three-dimensional Measurements of Features in Geological Materials from X-ray Computed Tomography Data; New submicro- and micro-CT set-up for NDT at the UGCT facility of the Ghent University (Belgium); Combination of Dual Energy Microfocus Computed Tomography and Petrography for Objective 3D Reservoir Characterization Optimising X-ray Computer Tomography Images with a CT-simulatorOctopus 8: A High Perfomrance Tomographic Reconstruction Package for X-ray Tube and Synchroton moci-CT; Fracture and localized deformation; Visualization of Failure Pattern Specimens Containing Surface Crack Using X-ray Computerized Tomography; Experimental Study of Compaction Bands in Diatomaceous Porous Rock; X-ray imaging of compactant strain localization in sandstone; Studies of Mechanisms Associated with Sand Production Using X Ray CT Scan The Application of X-ray Computed Tomography for Characterization of Surface Crack Networks in Bentonite-Sand MixturesInvestigation of Crack Behavior on Cover Soils at Landfill using X-ray CT; Characterisation of Hydraulic Fractures in Limestones Using X-ray Microtomography; Characterization of Variable Aperture Rock Fractures Using X-ray Computer Tomography; Microscopic Analysis of Dynamic Loading-induced Fractures by Using Micro CT; Micro structure; Measuring Local Strains in Sandstones under Stress with Micro-computed Tomography Visualization of Grain Motion inside a Triaxial Specimen by Micro X-ray CT at SPring-8Quantifying Consolidation and Reordering in Natural Granular Media from Computed Tomography Images; Grain Partitioning and its Applications; Development of a Three-dimensional Fabric Analysis Method using Scanning Lines and its Applications for X-ray CT Image of Geomaterials; Flow and diffusion; Study on Water Flow in Rock by Means of the Tracer-aided X-rays CT; X-Ray CT Observation and Near-Infrared Spectroscopic Measurement of Bentonite-Quartz Mixtures Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt Permeability |
| Record Nr. | UNINA-9910830939603321 |
| London ; ; Newport Beach, CA, : ISTE, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advances in X-ray tomography for geomaterials / / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
| Advances in X-ray tomography for geomaterials / / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle |
| Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
| Descrizione fisica | 1 online resource (454 p.) |
| Disciplina | 624.1/51 |
| Altri autori (Persone) |
DesruesJ (Jacques)
ViggianiGioacchino BesuellePierre |
| Collana | ISTE |
| Soggetto topico |
Soil mechanics - Research - Data processing
Tomography Concrete - Analysis Rocks - Analysis Building materials - Testing |
| ISBN |
9786610847785
9781280847783 1280847786 9780470612187 0470612185 9780470394847 0470394846 9781847046109 184704610X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advances in X-ray Tomography for Geomaterials; Contents; Foreword; Keynote lectures; Micro-Characterization of Shearing in Granular Materials Using Computed Tomography; X-ray Micro CT for Studying Strain Localization in Clay Rocks under Triaxial Compression; Investigation of Engineering Properties of Man-made Composite Geo-materials with Micro-focus X-ray CT; X-ray Tomography as a Tool for Micromechanical Investigations of Cement and Mortar; X-ray Computed Tomography for Geotechnical Engineering; Methods and techniques
Numerically enhanced Microtomographic Imaging Method Using a Novel Ring Artefact FilterSynchrotron X-Ray microtomography: a Hig Resolution, Fast and Quantitative Tool for Rock Characterization; Applications of X-Ray Computed Tomography (CT) in Engineering Geology; Accurate Three-dimensional Measurements of Features in Geological Materials from X-ray Computed Tomography Data; New submicro- and micro-CT set-up for NDT at the UGCT facility of the Ghent University (Belgium); Combination of Dual Energy Microfocus Computed Tomography and Petrography for Objective 3D Reservoir Characterization Optimising X-ray Computer Tomography Images with a CT-simulatorOctopus 8: A High Perfomrance Tomographic Reconstruction Package for X-ray Tube and Synchroton moci-CT; Fracture and localized deformation; Visualization of Failure Pattern Specimens Containing Surface Crack Using X-ray Computerized Tomography; Experimental Study of Compaction Bands in Diatomaceous Porous Rock; X-ray imaging of compactant strain localization in sandstone; Studies of Mechanisms Associated with Sand Production Using X Ray CT Scan The Application of X-ray Computed Tomography for Characterization of Surface Crack Networks in Bentonite-Sand MixturesInvestigation of Crack Behavior on Cover Soils at Landfill using X-ray CT; Characterisation of Hydraulic Fractures in Limestones Using X-ray Microtomography; Characterization of Variable Aperture Rock Fractures Using X-ray Computer Tomography; Microscopic Analysis of Dynamic Loading-induced Fractures by Using Micro CT; Micro structure; Measuring Local Strains in Sandstones under Stress with Micro-computed Tomography Visualization of Grain Motion inside a Triaxial Specimen by Micro X-ray CT at SPring-8Quantifying Consolidation and Reordering in Natural Granular Media from Computed Tomography Images; Grain Partitioning and its Applications; Development of a Three-dimensional Fabric Analysis Method using Scanning Lines and its Applications for X-ray CT Image of Geomaterials; Flow and diffusion; Study on Water Flow in Rock by Means of the Tracer-aided X-rays CT; X-Ray CT Observation and Near-Infrared Spectroscopic Measurement of Bentonite-Quartz Mixtures Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt Permeability |
| Record Nr. | UNINA-9911020277803321 |
| London ; ; Newport Beach, CA, : ISTE, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Coupled thermo-hydro-mechanical-chemical processes in geo-systems : fundamentals, modelling, experiments and applications, GeoProc2003 conference held at the Royal Institute of Technology in Stockholm, Sweden, in October 2003, / / [edited by] Ove Stephansson, John A. Hudson, Lanru Jing
| Coupled thermo-hydro-mechanical-chemical processes in geo-systems : fundamentals, modelling, experiments and applications, GeoProc2003 conference held at the Royal Institute of Technology in Stockholm, Sweden, in October 2003, / / [edited by] Ove Stephansson, John A. Hudson, Lanru Jing |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, 2004 |
| Descrizione fisica | 1 online resource (853 p.) |
| Disciplina | 624.1/51 |
| Altri autori (Persone) |
StephanssonOve <1938->
HudsonJohn (John A.) JingLanru |
| Collana | Elsevier geo-engineering book series |
| Soggetto topico |
Engineering geology - Mathematical models
Rocks - Fracture - Mathematical models |
| Soggetto non controllato |
GeoProc
Thermo hydro mechanical chemical processes |
| ISBN |
1-281-07049-1
9786611070496 0-08-053006-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Coupled Thermo-Hydro-Mechanical-Chemical Processes in Geo-Systems; Copyright Page; Series Preface; Preface; About the Editors; International and Organizing Committees; Contents; Part I: Introductory Article; Chapter 1. Coupled THM processes in geological systems and the DECOVALEX project; Part II: Keynote Contributions; Chapter 2. Predicting solute transport in fractured rocks - processes, models and some concerns; Chapter 3. Modelling gas flow through deformable fractured rocks
Chapter 4. Research and application on coupled T-H-M-C processes of geological media in China - A reviewChapter 5. Coupled processes and petroleum geomechanics; Chapter 6. Some THMC controls on the evolution of fracture permeability; Chapter 7. Detection of hydraulically created permeable structures in HDR/HWR reservoir by high resolution seismic mapping techniques; Chapter 8. Recent study of coupled processes in geotechnical and geoenvironmental fields in China; Theme 1. Coupled T-H-M-C Processes in Radioactive Waste Disposal Systems; Theme 1-1 DECOVALEX III/BENCHPAR Projects- Task 1 Chapter 9. The FEBEX benchmark test. Case definition and comparison of different modelling approachesChapter 10. Modelling the response of the bentonite in the FEBEX heater experiment; Chapter 11. THM simulation of the full-scale in-situ engineered barrier system experiment in Grimsel Test Site in Switzeriand; Chapter 12. Hydromechanical response of jointed host granitic rock during excavation of the FEBEX tunnel; Chapter 13. Analyses of coupled hydrological-mechanical effects during drilling of the FEBEX tunnel at Grimsel; Chapter 14. Thermomechanical model for compacted bentonite Chapter 15. A fully coupled three-dimensional THM analysis of the FEBEX in situ test with the ROCMAS code: Prediction of THM behavior in a bentonite barrierChapter 16. A discrete approach to modelling hydromechanical rock response of FEBEX tunnel excavation (Grimsel Underground Research Laboratory, Switzerland); Theme 1-2 DECOVALEX III/BENCHPAR Projects- Task 2; Chapter 17. Measuring thermal, hydrological, mechanical, and chemical responses in the Yucca Mountain Drift Scale Test Chapter 18. Analysis of stress and moisture induced changes in fractured rock permeability at the Yucca Mountain Drift Scale TestChapter 19. Thermal-mechanical modeling of a large-scale heater test; Chapter 20. Numerical simulation of thermal-hydrological processes observed at the Drift-Scale Heater Test at Yucca Mountain, Nevada; Chapter 21. THM analysis of a heating test in a fractured tuff; Chapter 22. Comparative analyses of predicted and measured displacements during the heating phase of the Yucca Mountain Drift Scale Test; Theme 1-3 DECOVALEX III/BENCHPAR Projects- Task 3: BMT1/WP2 Chapter 23. Building confidence in the mathematical models by calibration with a T-H-M field experiment |
| Record Nr. | UNINA-9911004739403321 |
| Amsterdam ; ; Boston, : Elsevier, 2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic geotechnical testing II
| Dynamic geotechnical testing II |
| Pubbl/distr/stampa | [Place of publication not identified], : ASTM, 1994 |
| Disciplina | 624.1/51 |
| Collana | STP Dynamic geotechnical testing II |
| Soggetto topico |
Soils - Congresses - Testing
Rocks - Congresses - Testing Dynamic testing - Congresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| ISBN | 0-8031-5272-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910164318203321 |
| [Place of publication not identified], : ASTM, 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V
| Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 |
| Descrizione fisica | 1 online resource (197 p.) |
| Disciplina |
624.1
624.1/51 |
| Soggetto topico |
Engineering geology - Mathematics
Engineering geology - Mathematical models |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60449-5
3-433-60448-7 3-433-60451-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto |
1.2.2 Häufig verwendete Stoffmodelle1.2.2.1 Linear-elastische Stoffmodelle; 1.2.2.2 Stoffmodelle mit veränderlichen Elastizitätsmoduln; 1.2.2.3 Elastisch-ideal-plastische Stoffmodelle; 1.2.2.4 Elasto-plastische Stoffmodelle mit isotroper Verfestigung; 1.2.2.5 Erweiterte Stoffmodelle; 1.2.3 Bestimmung der Materialparameter; 1.2.3.1 Allgemeines; 1.2.3.2 Festigkeitsparameter; 1.2.3.3 Steifigkeitsparameter; 1.3 Stoffmodelle und Materialkennwerte für Festgestein; 1.3.1 Vorbemerkungen; 1.3.2 Diskretisierung von Trennflächen; 1.3.3 Spannungs-Dehnungsverhalten und Zeiteffekte
1.3.4 Versagenskriterien1.3.4.1 Versagen auf Trennflächen; 1.3.4.2 Kontinuum; 1.3.5 Bestimmung der Materialparameter; 1.4 Berücksichtigung von Wasser im Baugrund; 1.4.1 Vorbemerkungen; 1.4.2 Grundwasserberechnungen (ungekoppelte Analyse); 1.4.2.1 Modellbildung; 1.4.2.2 Diskretisierung und Randbedingungen; 1.4.3 Undränierte und dränierte Analyse; 1.4.4 Konsolidation (gekoppelte Analyse); 1.4.5 Kluftwasserströmung; 1.4.6 Bestimmung der Durchlässigkeit; 2 Baugruben und Böschungen im Lockergestein; 2.1 Vorbemerkungen 2.2 Numerisches Modell, Berechnungsausschnitt, Anfangsund Randbedingungen, Diskretisierung2.3 Berücksichtigung des Grundwassers; 2.3.1 Allgemeines; 2.3.2 Simulation der Grundwasserabsenkung im numerischen Modell; 2.3.3 Sonstiges; 2.4 Numerische Simulation des Baugrubenverbaus; 2.4.1 Spundwände, Bohrpfahlund Schlitzwände und im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.1.1 Spundwände; 2.4.1.2 Bohrpfahlwände; 2.4.1.3 Schlitzwände; 2.4.1.4 Im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.2 Frostwände; 2.4.3 Trägerverbau; 2.4.4 Bodenvernagelung; 2.4.5 Verpressanker und Steifen 2.5 Sicherung der Baugrubensohle2.5.1 Allgemeines; 2.5.2 Tiefliegende Dichtsohlen; 2.5.3 Hochliegende Dichtsohlen; 2.6 Standsicherheitsberechnungen; 2.6.1 Vorbemerkungen; 2.6.2 Vorgehensweise zur Bestimmung der Standsicherheit; 2.6.3 Hinweise zur Modellbildung bei Standsicherheitsberechnungen; 2.6.3.1 Allgemeines; 2.6.3.2 Stoffmodelle für Standsicherheitsberechnungen; 2.6.3.3 Bauteile (Strukturelemente); 3 Gründungen und Baugrundverbesserung; 3.1 Gründungen; 3.1.1 Vorbemerkungen; 3.1.2 Berechnungsausschnitt, Diskretisierung; 3.1.3 Stoffmodell; 3.1.4 Simulation des Bauablaufs 3.1.5 Auswerten und Beurteilen der Berechnungsergebnisse |
| Record Nr. | UNINA-9910140265103321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V
| Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 |
| Descrizione fisica | 1 online resource (197 p.) |
| Disciplina |
624.1
624.1/51 |
| Soggetto topico |
Engineering geology - Mathematics
Engineering geology - Mathematical models |
| ISBN |
3-433-60449-5
3-433-60448-7 3-433-60451-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto |
1.2.2 Häufig verwendete Stoffmodelle1.2.2.1 Linear-elastische Stoffmodelle; 1.2.2.2 Stoffmodelle mit veränderlichen Elastizitätsmoduln; 1.2.2.3 Elastisch-ideal-plastische Stoffmodelle; 1.2.2.4 Elasto-plastische Stoffmodelle mit isotroper Verfestigung; 1.2.2.5 Erweiterte Stoffmodelle; 1.2.3 Bestimmung der Materialparameter; 1.2.3.1 Allgemeines; 1.2.3.2 Festigkeitsparameter; 1.2.3.3 Steifigkeitsparameter; 1.3 Stoffmodelle und Materialkennwerte für Festgestein; 1.3.1 Vorbemerkungen; 1.3.2 Diskretisierung von Trennflächen; 1.3.3 Spannungs-Dehnungsverhalten und Zeiteffekte
1.3.4 Versagenskriterien1.3.4.1 Versagen auf Trennflächen; 1.3.4.2 Kontinuum; 1.3.5 Bestimmung der Materialparameter; 1.4 Berücksichtigung von Wasser im Baugrund; 1.4.1 Vorbemerkungen; 1.4.2 Grundwasserberechnungen (ungekoppelte Analyse); 1.4.2.1 Modellbildung; 1.4.2.2 Diskretisierung und Randbedingungen; 1.4.3 Undränierte und dränierte Analyse; 1.4.4 Konsolidation (gekoppelte Analyse); 1.4.5 Kluftwasserströmung; 1.4.6 Bestimmung der Durchlässigkeit; 2 Baugruben und Böschungen im Lockergestein; 2.1 Vorbemerkungen 2.2 Numerisches Modell, Berechnungsausschnitt, Anfangsund Randbedingungen, Diskretisierung2.3 Berücksichtigung des Grundwassers; 2.3.1 Allgemeines; 2.3.2 Simulation der Grundwasserabsenkung im numerischen Modell; 2.3.3 Sonstiges; 2.4 Numerische Simulation des Baugrubenverbaus; 2.4.1 Spundwände, Bohrpfahlund Schlitzwände und im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.1.1 Spundwände; 2.4.1.2 Bohrpfahlwände; 2.4.1.3 Schlitzwände; 2.4.1.4 Im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.2 Frostwände; 2.4.3 Trägerverbau; 2.4.4 Bodenvernagelung; 2.4.5 Verpressanker und Steifen 2.5 Sicherung der Baugrubensohle2.5.1 Allgemeines; 2.5.2 Tiefliegende Dichtsohlen; 2.5.3 Hochliegende Dichtsohlen; 2.6 Standsicherheitsberechnungen; 2.6.1 Vorbemerkungen; 2.6.2 Vorgehensweise zur Bestimmung der Standsicherheit; 2.6.3 Hinweise zur Modellbildung bei Standsicherheitsberechnungen; 2.6.3.1 Allgemeines; 2.6.3.2 Stoffmodelle für Standsicherheitsberechnungen; 2.6.3.3 Bauteile (Strukturelemente); 3 Gründungen und Baugrundverbesserung; 3.1 Gründungen; 3.1.1 Vorbemerkungen; 3.1.2 Berechnungsausschnitt, Diskretisierung; 3.1.3 Stoffmodell; 3.1.4 Simulation des Bauablaufs 3.1.5 Auswerten und Beurteilen der Berechnungsergebnisse |
| Record Nr. | UNISA-996203511103316 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V
| Empfehlungen des Arbeitskreises "Numerik in der Geotechnik" - EANG / / Deutsche Gesellschaft für Geotechnik e.V |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 |
| Descrizione fisica | 1 online resource (197 p.) |
| Disciplina |
624.1
624.1/51 |
| Soggetto topico |
Engineering geology - Mathematics
Engineering geology - Mathematical models |
| ISBN |
3-433-60449-5
3-433-60448-7 3-433-60451-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto |
1.2.2 Häufig verwendete Stoffmodelle1.2.2.1 Linear-elastische Stoffmodelle; 1.2.2.2 Stoffmodelle mit veränderlichen Elastizitätsmoduln; 1.2.2.3 Elastisch-ideal-plastische Stoffmodelle; 1.2.2.4 Elasto-plastische Stoffmodelle mit isotroper Verfestigung; 1.2.2.5 Erweiterte Stoffmodelle; 1.2.3 Bestimmung der Materialparameter; 1.2.3.1 Allgemeines; 1.2.3.2 Festigkeitsparameter; 1.2.3.3 Steifigkeitsparameter; 1.3 Stoffmodelle und Materialkennwerte für Festgestein; 1.3.1 Vorbemerkungen; 1.3.2 Diskretisierung von Trennflächen; 1.3.3 Spannungs-Dehnungsverhalten und Zeiteffekte
1.3.4 Versagenskriterien1.3.4.1 Versagen auf Trennflächen; 1.3.4.2 Kontinuum; 1.3.5 Bestimmung der Materialparameter; 1.4 Berücksichtigung von Wasser im Baugrund; 1.4.1 Vorbemerkungen; 1.4.2 Grundwasserberechnungen (ungekoppelte Analyse); 1.4.2.1 Modellbildung; 1.4.2.2 Diskretisierung und Randbedingungen; 1.4.3 Undränierte und dränierte Analyse; 1.4.4 Konsolidation (gekoppelte Analyse); 1.4.5 Kluftwasserströmung; 1.4.6 Bestimmung der Durchlässigkeit; 2 Baugruben und Böschungen im Lockergestein; 2.1 Vorbemerkungen 2.2 Numerisches Modell, Berechnungsausschnitt, Anfangsund Randbedingungen, Diskretisierung2.3 Berücksichtigung des Grundwassers; 2.3.1 Allgemeines; 2.3.2 Simulation der Grundwasserabsenkung im numerischen Modell; 2.3.3 Sonstiges; 2.4 Numerische Simulation des Baugrubenverbaus; 2.4.1 Spundwände, Bohrpfahlund Schlitzwände und im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.1.1 Spundwände; 2.4.1.2 Bohrpfahlwände; 2.4.1.3 Schlitzwände; 2.4.1.4 Im Düsenstrahlverfahren hergestellte Verbauwände; 2.4.2 Frostwände; 2.4.3 Trägerverbau; 2.4.4 Bodenvernagelung; 2.4.5 Verpressanker und Steifen 2.5 Sicherung der Baugrubensohle2.5.1 Allgemeines; 2.5.2 Tiefliegende Dichtsohlen; 2.5.3 Hochliegende Dichtsohlen; 2.6 Standsicherheitsberechnungen; 2.6.1 Vorbemerkungen; 2.6.2 Vorgehensweise zur Bestimmung der Standsicherheit; 2.6.3 Hinweise zur Modellbildung bei Standsicherheitsberechnungen; 2.6.3.1 Allgemeines; 2.6.3.2 Stoffmodelle für Standsicherheitsberechnungen; 2.6.3.3 Bauteile (Strukturelemente); 3 Gründungen und Baugrundverbesserung; 3.1 Gründungen; 3.1.1 Vorbemerkungen; 3.1.2 Berechnungsausschnitt, Diskretisierung; 3.1.3 Stoffmodell; 3.1.4 Simulation des Bauablaufs 3.1.5 Auswerten und Beurteilen der Berechnungsergebnisse |
| Record Nr. | UNINA-9910830074203321 |
| Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Engineering geology [[electronic resource] /] / F.G. Bell
| Engineering geology [[electronic resource] /] / F.G. Bell |
| Autore | Bell F. G (Frederic Gladstone) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 2007 |
| Descrizione fisica | 1 online resource (593 p.) |
| Disciplina | 624.1/51 |
| Soggetto topico |
Engineering geology
Geology, Economic |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-75206-8
9786610752065 0-08-046952-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Engineering Geology; Copyright page; Preface; Contents; Chapter 1: Rock Types and Stratigraphy; Igneous Rocks; Metamorphism and Metamorphic Rocks; Sedimentary Rocks; Stratigraphy and Stratification; Chapter 2: Geological Structures; Folds; Faults; Discontinuities; Chapter 3: Surface Processes; Weathering; Movement of Slopes; Fluvial Processes; Karst Topography and Underground Drainage; Glaciation; Wind Action and Desert Landscapes; Coasts and Shorelines; Storm Surges and Tsunamis; Chapter 4: Groundwater Conditions and Supply; The Origin and Occurrence of Groundwater
The Water Table or Phreatic SurfaceAquifers, Aquicludes and Aquitards; Capillary Movement in Soil; Porosity and Permeability; Flow through Soils and Rocks; Pore Pressures, Total Pressures and Effective Pressures; Critical Hydraulic Gradient, Quick Conditions and Hydraulic Uplift Phenomena; Groundwater Exploration; Assessment of Field Permeability; Assessment of Flow in the Field; Groundwater Quality; Wells; Safe Yield; Artificial Recharge; Groundwater Pollution; Chapter 5: Description, Properties and Behaviour of Soils and Rocks; Soil Classification; Coarse Soils; Silts and Loess Clay DepositsTropical Soils; Dispersive Soils; Soils of Arid Regions; Tills and Other Glacially Associated Deposits; Frost Action in Soil; Organic Soils: Peat; Description of Rocks and Rock Masses; Engineering Aspects of Igneous and Metamorphic Rocks; Engineering Behaviour of Sedimentary Rocks; Chapter 6: Geological Materials Used in Construction; Building or Dimension Stone; Roofing and Facing Materials; Armourstone; Crushed Rock: Concrete Aggregate; Road Aggregate; Gravels and Sands; Lime, Cement and Plaster; Clays and Clay Products; Chapter 7: Site Investigation Desk Study and Preliminary ReconnaissanceSite Exploration - Direct Methods; In Situ Testing; Field Instrumentation; Geophysical Methods: Indirect Site Exploration; Maps for Engineering Purposes; Geographical Information Systems; Chapter 8: Geology, Planning and Development; Introduction; Geological Hazards, Risk Assessment and Planning; Hazard Maps; Natural Geological Hazards and Planning; Geological-Related Hazards Induced by Man; Derelict and Contaminated Land; Chapter 9: Geology and Construction; Open Excavation; Tunnels and Tunnelling; Underground Caverns; Shafts and Raises; Reservoirs Dams and Dam SitesHighways; Railroads; Bridges; Foundations for Buildings; Suggestions for Further Reading; References; Index |
| Record Nr. | UNINA-9910457709303321 |
Bell F. G (Frederic Gladstone)
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| Oxford ; ; Boston, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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