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Constitutive modeling of soils and rocks [[electronic resource] /] / edited by Pierre-Yves Hicher, Jian-Fu Shao
| Constitutive modeling of soils and rocks [[electronic resource] /] / edited by Pierre-Yves Hicher, Jian-Fu Shao |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (457 p.) |
| Disciplina |
624.1/51015118
624.1513 |
| Altri autori (Persone) |
HicherPierre-Yves
ShaoJian-Fu |
| Collana | ISTE |
| Soggetto topico |
Engineering geology - Mathematical models
Soil mechanics - Mathematical models |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-25384-0
9786613814494 0-470-61108-1 0-470-39366-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Constitutive Modeling of Soils and Rocks; Table of Contents; Preface to the English Edition; Preface to the French; Chapter 1. The Main Classes of Constitutive Relations; 1.1. Introduction; 1.2. The rheological functional; 1.3. Incremental formulation of constitutive relations; 1.4. Rate-independent materials; 1.4.1. Non-linearity of G and H; 1.4.2. Anisotropy of G and H; 1.4.3. Homogenity of degree 1 of G and H; 1.5. Notion of tensorial zones; 1.6. The main classes of rate-independent constitutive relations; 1.6.1. Constitutive relations with one tensorial zone
1.6.2. Constitutive relations with two tensorial zones1.6.3. Constitutive relations with four tensorial zones; 1.6.4. Constitutive relations with n tensorial zones (n > 4); 1.6.5. Constitutive relations with an infinite number of tensorial zones; 1.6.6. Conclusion; 1.7. The main constitutive relations for rate-dependent materials; 1.7.1. First class of incremental strain decomposition; 1.7.2. Second class of incremental strain decomposition; 1.8. General conclusions; 1.9. References; Chapter 2. Mechanisms of Soil Deformation; 2.1. Introduction; 2.2. Remolded soil behavior 2.3. Relationships between discontinuous and continuous medium2.3.1. Granular materials; 2.3.2. Remolded clayey materials; 2.3.3. Granular materials with intergranular glue; 2.4. Natural soils; 2.5. Conclusion; 2.6. References; Chapter 3. Elastoplastic Modeling of Soils: Monotonous Loadings; 3.1. Introduction; 3.2. Elastoplasticity equations; 3.2.1. Basic concepts; 3.2.2. Yield surface and elastic domain; 3.2.3. Plastic flow rule; 3.2.4. Incremental relations for one plastic mechanism model; 3.2.5. Incremental relationships for multi-mechanism elastoplasticity 3.3. Constitutive laws and laboratory tests3.4. Characterization of natural cohesive soil behavior; 3.4.1. Analysis of triaxial test results; 3.4.2. Analysis of oedometer tests; 3.4.3. Elasto-viscoplasticity or elastoplasticity?; 3.5. Characterization of frictional soil behavior; 3.5.1. Analysis of triaxial test results; 3.5.2. Elastoplasticity framework for frictional soils; 3.6. Principles for the derivation of elastoplastic models; 3.6.1. Elastic behavior; 3.6.2. Estimation of the plastic behavior; 3.6.3. Failure surface; 3.6.4. Total and plastic strains; 3.6.5. Plastic potential 3.6.6. Yield surface3.7. Three-dimensional aspect of the models and calculation of geotechnical works; 3.8. Examples of perfect elastoplastic models; 3.8.1. The Mohr-Coulomb model; 3.8.2. The Drücker-Prager model; 3.9. Examples of elastoplastic models with hardening; 3.9.1. University of Cambridge models (Cam-Clay models); 3.9.2. Nova model (1982 version); 3.9.3. Mélanie model; 3.10. Conclusions; 3.11. Notations; 3.12. References; Chapter 4. Elastoplastic Modeling of Soils: Cyclic Loading; 4.1. Soil behavior under drained loading; 4.1.1. Isotropic and oedometric cyclic loading 4.1.2. Cyclic triaxial loading |
| Record Nr. | UNINA-9910139520603321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Constitutive modeling of soils and rocks [[electronic resource] /] / edited by Pierre-Yves Hicher, Jian-Fu Shao
| Constitutive modeling of soils and rocks [[electronic resource] /] / edited by Pierre-Yves Hicher, Jian-Fu Shao |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (457 p.) |
| Disciplina |
624.1/51015118
624.1513 |
| Altri autori (Persone) |
HicherPierre-Yves
ShaoJian-Fu |
| Collana | ISTE |
| Soggetto topico |
Engineering geology - Mathematical models
Soil mechanics - Mathematical models |
| ISBN |
1-282-25384-0
9786613814494 0-470-61108-1 0-470-39366-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Constitutive Modeling of Soils and Rocks; Table of Contents; Preface to the English Edition; Preface to the French; Chapter 1. The Main Classes of Constitutive Relations; 1.1. Introduction; 1.2. The rheological functional; 1.3. Incremental formulation of constitutive relations; 1.4. Rate-independent materials; 1.4.1. Non-linearity of G and H; 1.4.2. Anisotropy of G and H; 1.4.3. Homogenity of degree 1 of G and H; 1.5. Notion of tensorial zones; 1.6. The main classes of rate-independent constitutive relations; 1.6.1. Constitutive relations with one tensorial zone
1.6.2. Constitutive relations with two tensorial zones1.6.3. Constitutive relations with four tensorial zones; 1.6.4. Constitutive relations with n tensorial zones (n > 4); 1.6.5. Constitutive relations with an infinite number of tensorial zones; 1.6.6. Conclusion; 1.7. The main constitutive relations for rate-dependent materials; 1.7.1. First class of incremental strain decomposition; 1.7.2. Second class of incremental strain decomposition; 1.8. General conclusions; 1.9. References; Chapter 2. Mechanisms of Soil Deformation; 2.1. Introduction; 2.2. Remolded soil behavior 2.3. Relationships between discontinuous and continuous medium2.3.1. Granular materials; 2.3.2. Remolded clayey materials; 2.3.3. Granular materials with intergranular glue; 2.4. Natural soils; 2.5. Conclusion; 2.6. References; Chapter 3. Elastoplastic Modeling of Soils: Monotonous Loadings; 3.1. Introduction; 3.2. Elastoplasticity equations; 3.2.1. Basic concepts; 3.2.2. Yield surface and elastic domain; 3.2.3. Plastic flow rule; 3.2.4. Incremental relations for one plastic mechanism model; 3.2.5. Incremental relationships for multi-mechanism elastoplasticity 3.3. Constitutive laws and laboratory tests3.4. Characterization of natural cohesive soil behavior; 3.4.1. Analysis of triaxial test results; 3.4.2. Analysis of oedometer tests; 3.4.3. Elasto-viscoplasticity or elastoplasticity?; 3.5. Characterization of frictional soil behavior; 3.5.1. Analysis of triaxial test results; 3.5.2. Elastoplasticity framework for frictional soils; 3.6. Principles for the derivation of elastoplastic models; 3.6.1. Elastic behavior; 3.6.2. Estimation of the plastic behavior; 3.6.3. Failure surface; 3.6.4. Total and plastic strains; 3.6.5. Plastic potential 3.6.6. Yield surface3.7. Three-dimensional aspect of the models and calculation of geotechnical works; 3.8. Examples of perfect elastoplastic models; 3.8.1. The Mohr-Coulomb model; 3.8.2. The Drücker-Prager model; 3.9. Examples of elastoplastic models with hardening; 3.9.1. University of Cambridge models (Cam-Clay models); 3.9.2. Nova model (1982 version); 3.9.3. Mélanie model; 3.10. Conclusions; 3.11. Notations; 3.12. References; Chapter 4. Elastoplastic Modeling of Soils: Cyclic Loading; 4.1. Soil behavior under drained loading; 4.1.1. Isotropic and oedometric cyclic loading 4.1.2. Cyclic triaxial loading |
| Record Nr. | UNINA-9910830622703321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Constitutive modeling of soils and rocks / / edited by Pierre-Yves Hicher, Jian-Fu Shao
| Constitutive modeling of soils and rocks / / edited by Pierre-Yves Hicher, Jian-Fu Shao |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (457 p.) |
| Disciplina | 624.1/51015118 |
| Altri autori (Persone) |
HicherPierre-Yves
ShaoJian-Fu |
| Collana | ISTE |
| Soggetto topico |
Engineering geology - Mathematical models
Soil mechanics - Mathematical models |
| ISBN |
1-282-25384-0
9786613814494 0-470-61108-1 0-470-39366-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Constitutive Modeling of Soils and Rocks; Table of Contents; Preface to the English Edition; Preface to the French; Chapter 1. The Main Classes of Constitutive Relations; 1.1. Introduction; 1.2. The rheological functional; 1.3. Incremental formulation of constitutive relations; 1.4. Rate-independent materials; 1.4.1. Non-linearity of G and H; 1.4.2. Anisotropy of G and H; 1.4.3. Homogenity of degree 1 of G and H; 1.5. Notion of tensorial zones; 1.6. The main classes of rate-independent constitutive relations; 1.6.1. Constitutive relations with one tensorial zone
1.6.2. Constitutive relations with two tensorial zones1.6.3. Constitutive relations with four tensorial zones; 1.6.4. Constitutive relations with n tensorial zones (n > 4); 1.6.5. Constitutive relations with an infinite number of tensorial zones; 1.6.6. Conclusion; 1.7. The main constitutive relations for rate-dependent materials; 1.7.1. First class of incremental strain decomposition; 1.7.2. Second class of incremental strain decomposition; 1.8. General conclusions; 1.9. References; Chapter 2. Mechanisms of Soil Deformation; 2.1. Introduction; 2.2. Remolded soil behavior 2.3. Relationships between discontinuous and continuous medium2.3.1. Granular materials; 2.3.2. Remolded clayey materials; 2.3.3. Granular materials with intergranular glue; 2.4. Natural soils; 2.5. Conclusion; 2.6. References; Chapter 3. Elastoplastic Modeling of Soils: Monotonous Loadings; 3.1. Introduction; 3.2. Elastoplasticity equations; 3.2.1. Basic concepts; 3.2.2. Yield surface and elastic domain; 3.2.3. Plastic flow rule; 3.2.4. Incremental relations for one plastic mechanism model; 3.2.5. Incremental relationships for multi-mechanism elastoplasticity 3.3. Constitutive laws and laboratory tests3.4. Characterization of natural cohesive soil behavior; 3.4.1. Analysis of triaxial test results; 3.4.2. Analysis of oedometer tests; 3.4.3. Elasto-viscoplasticity or elastoplasticity?; 3.5. Characterization of frictional soil behavior; 3.5.1. Analysis of triaxial test results; 3.5.2. Elastoplasticity framework for frictional soils; 3.6. Principles for the derivation of elastoplastic models; 3.6.1. Elastic behavior; 3.6.2. Estimation of the plastic behavior; 3.6.3. Failure surface; 3.6.4. Total and plastic strains; 3.6.5. Plastic potential 3.6.6. Yield surface3.7. Three-dimensional aspect of the models and calculation of geotechnical works; 3.8. Examples of perfect elastoplastic models; 3.8.1. The Mohr-Coulomb model; 3.8.2. The Drücker-Prager model; 3.9. Examples of elastoplastic models with hardening; 3.9.1. University of Cambridge models (Cam-Clay models); 3.9.2. Nova model (1982 version); 3.9.3. Mélanie model; 3.10. Conclusions; 3.11. Notations; 3.12. References; Chapter 4. Elastoplastic Modeling of Soils: Cyclic Loading; 4.1. Soil behavior under drained loading; 4.1.1. Isotropic and oedometric cyclic loading 4.1.2. Cyclic triaxial loading |
| Record Nr. | UNINA-9911020078203321 |
| London, : ISTE | ||
| 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 | ||
| ||
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 | ||
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International journal of geomechanics
| International journal of geomechanics |
| Pubbl/distr/stampa | [Boca Raton, FL], : CRC Press, 2001- |
| Disciplina | 624 |
| Soggetto topico |
Engineering geology - Mathematical models
Rock mechanics - Mathematical models Soil mechanics - Mathematical models |
| Soggetto genere / forma | Periodicals. |
| ISSN | 1943-5622 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | IJOG |
| Record Nr. | UNISA-996206151403316 |
| [Boca Raton, FL], : CRC Press, 2001- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
International journal of geomechanics
| International journal of geomechanics |
| Pubbl/distr/stampa | [Boca Raton, FL], : CRC Press, 2001- |
| Disciplina | 624 |
| Soggetto topico |
Engineering geology - Mathematical models
Rock mechanics - Mathematical models Soil mechanics - Mathematical models |
| Soggetto genere / forma | Periodicals. |
| ISSN | 1943-5622 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | IJOG |
| Record Nr. | UNINA-9910338747903321 |
| [Boca Raton, FL], : CRC Press, 2001- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Multiscale geomechanics [[electronic resource] ] : from soil to engineering projects / / edited by Pierre-Yves Hicher
| Multiscale geomechanics [[electronic resource] ] : from soil to engineering projects / / edited by Pierre-Yves Hicher |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (414 p.) |
| Disciplina | 624.1/5 |
| Altri autori (Persone) | HicherPierre-Yves |
| Collana | ISTE |
| Soggetto topico |
Engineering geology - Mathematical models
Soil mechanics - Mathematical models |
| ISBN |
1-118-60143-2
1-299-27734-9 1-118-60138-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Contents; Preface; Acknowledgments; Chapter 1. Jean Biarez: His Life and Work; 1.1. Early years and arrival in Grenoble; 1.2. From Grenoble to Paris; 1.3. The major research interests of Jean Biarez; 1.4. Research and teaching; 1.5. Conclusion; Chapter 2. From Particle to Material Behavior: the Paths Chartered by Jean Biarez; 2.1. Introduction; 2.2. The available tools, the variables analyzed and limits of the proposed analyses; 2.3. Analysis of geometric anisotropy; 2.4. Analysis of the distribution of contact forces in a granular material; 2.5. Analysis of local arrays
2.6. Particle breakage 2.7. Conclusion; 2.8. Bibliography; Chapter 3. Granular Materials in Civil Engineering: Recent Advances in the Physics of Their Mechanical Behavior and Applications to Enginee; 3.1. Behavior resulting from energy dissipation by friction; 3.1.1. Introduction; 3.1.2. Fundamentals; 3.1.3. Main practical consequences; 3.1.4. Conclusions; 3.2. Influence of grain breakage on the behavior of granular materials; 3.2.1. Introduction to the grain breakage phenomenon; 3.2.2. Scale effect in shear strength; 3.3. Practical applications to construction design 3.3.1. A new method for rational assessment of rockfill shear strength envelo 3.3.2. Incidence of scale effect on rockfill slope stability; 3.3.3. Scale effects on deformation features; 3.4. Conclusions; 3.5. Bibliography; Chapter 4. Waste Rock Behavior at High Pressures: Dimensioning High Waste Rock Dumps; 4.1. Introduction; 4.2. Development of new laboratory equipment for testing coarse materials; 4.2.1. Triaxial and oedometric equipment at the IDIEM; 4.3. Mining rock waste; 4.3.1. In situ grain size distribution; 4.3.2. Analyzed waste rock 4.4. Characterization of mechanical behavior of the waste rock 4.4.1. Oedometric tests; 4.4.2. Triaxial tests; 4.4.3. Oedometric test results; 4.4.4. Triaxial test results; 4.5. Evolution of density; 4.6. Stability analysis and design considerations; 4.7. Operation considerations; 4.7.1. Basal drainage system; 4.7.2. Water management; 4.7.3. Foundation conditions; 4.7.4. Effects of rain and snow; 4.7.5. Effects of in situ leaching on waste rock; 4.7.6. Designing for closure; 4.8. Conclusions; 4.9. Acknowledgements; 4.10. Bibliography Chapter 5. Models by Jean Biarez for the Behavior of Clean Sands and Remolded Clays at Large Strains 5.1. Introduction; 5.2. Biarez's model for the oedometer test; 5.3. Perfect plasticity state and critical void ratio; 5.4. Normally and over consolidated isotropic loading; 5.4.1. Analogy between sands and clays; 5.4.2. Normally consolidated state (ISL); 5.4.3. Overconsolidated state (Cs); 5.5. The drained triaxial path for sands and clays; 5.5.1. The reference behavior; 5.5.2. The mathematical model; 5.6. The undrained triaxial path for sands 5.6.1. Simplified Roscoe formula for undrained consolidated soils |
| Record Nr. | UNINA-9910139233903321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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