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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-9910877306803321 |
| London, : ISTE | ||
| 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 | ||
| ||
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 |
| Edizione | [1st ed.] |
| 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-9910824097103321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Practice of constitutive modelling for saturated soils. / / Zhen-Yu Yin, Pierre-Yves Hicher, Yin-Fu Jin
| Practice of constitutive modelling for saturated soils. / / Zhen-Yu Yin, Pierre-Yves Hicher, Yin-Fu Jin |
| Autore | Yin Zhen-Yu |
| Edizione | [1st ed. 2020.] |
| Pubbl/distr/stampa | Gateway East, Singapore : , : Springer, , [2020] |
| Descrizione fisica | 1 online resource (XXIII, 400 p. 266 illus., 205 illus. in color.) |
| Disciplina | 361.32 |
| Soggetto topico |
Engineering geology
Soil mechanics - Mathematical models Soils - Testing |
| ISBN | 981-15-6307-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Stress and strain -- Laboratory tests for mechanical behaviour of soils -- Constitutive modeling of soils -- EROSLAB modeling platform -- Appendix A：Stress strain mix control program of modeling -- Appendix B：Elastoplastic model implementation-cutting plane algorithm -- Appendix C：Elasto-viscoplastic model implementation-Newton algorithm -- Appendix D：Example of DLL for MCC. |
| Record Nr. | UNINA-9910483920703321 |
Yin Zhen-Yu
|
||
| Gateway East, Singapore : , : Springer, , [2020] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Practice of constitutive modelling for saturated soils. / / Zhen-Yu Yin, Pierre-Yves Hicher, Yin-Fu Jin
| Practice of constitutive modelling for saturated soils. / / Zhen-Yu Yin, Pierre-Yves Hicher, Yin-Fu Jin |
| Autore | Yin Zhen-Yu |
| Edizione | [1st ed. 2020.] |
| Pubbl/distr/stampa | Gateway East, Singapore : , : Springer, , [2020] |
| Descrizione fisica | 1 online resource (XXIII, 400 p. 266 illus., 205 illus. in color.) |
| Disciplina | 361.32 |
| Soggetto topico |
Engineering geology
Soil mechanics - Mathematical models Soils - Testing |
| ISBN | 981-15-6307-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Stress and strain -- Laboratory tests for mechanical behaviour of soils -- Constitutive modeling of soils -- EROSLAB modeling platform -- Appendix A：Stress strain mix control program of modeling -- Appendix B：Elastoplastic model implementation-cutting plane algorithm -- Appendix C：Elasto-viscoplastic model implementation-Newton algorithm -- Appendix D：Example of DLL for MCC. |
| Record Nr. | UNISA-996418269603316 |
|
Yin Zhen-Yu
|
||
| Gateway East, Singapore : , : Springer, , [2020] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||