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Applications and developments of Barodesy / / Fabian Schranz
| Applications and developments of Barodesy / / Fabian Schranz |
| Autore | Schranz Fabian |
| Pubbl/distr/stampa | Berlin : , : Logos Verlag Berlin GmbH, , [2019] |
| Descrizione fisica | 1 online resource (220 pages) |
| Disciplina | 624.15136 |
| Collana | Advances in geotechnical engineering and tunnelling |
| Soggetto topico | Soil mechanics - Mathematical models |
| ISBN | 3-8325-8905-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910793780503321 |
Schranz Fabian
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| Berlin : , : Logos Verlag Berlin GmbH, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Applications and developments of Barodesy / / Fabian Schranz
| Applications and developments of Barodesy / / Fabian Schranz |
| Autore | Schranz Fabian |
| Pubbl/distr/stampa | Berlin : , : Logos Verlag Berlin GmbH, , [2019] |
| Descrizione fisica | 1 online resource (220 pages) |
| Disciplina | 624.15136 |
| Collana | Advances in geotechnical engineering and tunnelling |
| Soggetto topico | Soil mechanics - Mathematical models |
| ISBN | 3-8325-8905-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910828941903321 |
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Schranz Fabian
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| Berlin : , : Logos Verlag Berlin GmbH, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Constitutive modeling of geomaterials : advances and new applications / / Qiang Yang ...[et. al.] (eds.)
| Constitutive modeling of geomaterials : advances and new applications / / Qiang Yang ...[et. al.] (eds.) |
| Edizione | [1st ed. 2013.] |
| Pubbl/distr/stampa | Berlin ; ; Heidelberg, : Springer-Verlag, 2012, c2013 |
| Descrizione fisica | 1 online resource (778 p.) |
| Disciplina | 624.1/5136 |
| Altri autori (Persone) | YangQiang |
| Collana | Springer series in geomechanics and geoengineering |
| Soggetto topico |
Rock mechanics - Mathematical models
Soil mechanics - Mathematical models |
| ISBN |
1-283-91256-2
3-642-32814-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Plenary Speakers -- Time-dependent Stress-strain Behavior of Geomaterials -- Constitutive Modeling within Critical State Soil Mechanics -- Multiscale and Multiphysics in Geomaterials -- Damage to Failure in Rock Structures.-Behaviour of Geomaterials -- Constitutive model -- Application. |
| Record Nr. | UNINA-9910437893203321 |
| Berlin ; ; Heidelberg, : Springer-Verlag, 2012, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 | ||
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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 |
| 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 | ||
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Constitutive modelling in geomechanics : introduction / / Alexander M. Puzrin
| Constitutive modelling in geomechanics : introduction / / Alexander M. Puzrin |
| Autore | Puzrin A. M (Alexander M.) |
| Edizione | [1st ed. 2012.] |
| Pubbl/distr/stampa | Berlin, : Springer, 2012 |
| Descrizione fisica | 1 online resource (306 p.) |
| Disciplina |
620
620.1 620.11 624.15 |
| Soggetto topico |
Engineering geology - Mathematical models
Soil mechanics - Mathematical models |
| ISBN |
1-280-39777-2
3-642-27395-5 9786613575692 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Introduction to continuum mechanics -- pt. 2. Constitutive modelling of reversible soil behaviour -- pt. 3. Constitutive modelling of irreversible soil behaviour. |
| Record Nr. | UNINA-9910825594903321 |
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Puzrin A. M (Alexander M.)
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| Berlin, : Springer, 2012 | ||
| 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 | ||
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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. | UNINA-9910338747903321 |
| [Boca Raton, FL], : CRC Press, 2001- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Manual for LS-DYNA soil material model 147 / / Brett A. Lewis
| Manual for LS-DYNA soil material model 147 / / Brett A. Lewis |
| Autore | Lewis Brett A. |
| Pubbl/distr/stampa | McLean, VA : , : Federal Highway Adminstration, Research and Development, Turner-Fairbank Highway Research Center, , November 2004 |
| Descrizione fisica | 1 online resource (72 unnumbered pages) : illustrations |
| Soggetto topico |
Soil mechanics - Mathematical models
Shear strength of soils - Testing - Computer simulation |
| Soggetto genere / forma | Handbooks and manuals. |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910709787803321 |
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Lewis Brett A.
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| McLean, VA : , : Federal Highway Adminstration, Research and Development, Turner-Fairbank Highway Research Center, , November 2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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