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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 [[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-9910841273603321 |
| London ; ; Newport Beach, CA, : ISTE, 2006 | ||
| 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 | ||
| ||
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 | ||
| ||
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)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
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 |
| 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-9910784347203321 |
|
Bell F. G (Frederic Gladstone)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
