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A guide to soil machanics / Malcolm Bolton
| A guide to soil machanics / Malcolm Bolton |
| Autore | BOLTON, Malcolm |
| Pubbl/distr/stampa | London [etc.] : Macmillan, 1979 |
| Descrizione fisica | XIII, 439 p. : ill., diagr. ; 23 cm |
| Disciplina | 624.1513 |
| Soggetto topico | Meccanica dei terreni |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-990001200830203316 |
BOLTON, Malcolm
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| London [etc.] : Macmillan, 1979 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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A short course in soil and rock slope engineering / Noel Simons, Bruce Menzies, Marcus Matthews
| A short course in soil and rock slope engineering / Noel Simons, Bruce Menzies, Marcus Matthews |
| Autore | Simons, Noel |
| Pubbl/distr/stampa | London, : Thomas Telford, 2001 |
| Descrizione fisica | xi, 432 p. ; 25 cm + 1 cd rom. |
| Disciplina | 624.1513 |
| Altri autori (Persone) |
Menzies, Bruce
Matthews, Marcus |
| Soggetto topico |
Meccanica delle rocce - Consolidamento
Meccanica dei terreni - Consolidamento |
| ISBN | 0727728717 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAS-RML0288431 |
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Simons, Noel
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| London, : Thomas Telford, 2001 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Cassino e del Lazio Meridionale | ||
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Acta geotechnica
| Acta geotechnica |
| Pubbl/distr/stampa | Berlin, : Springer |
| Disciplina | 624.1513 |
| Soggetto topico |
Soil mechanics
Geology, Structural |
| Soggetto genere / forma | Periodicals. |
| Soggetto non controllato | Civil Engineering |
| ISSN | 1861-1133 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-996207430003316 |
| Berlin, : Springer | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Acta geotechnica
| Acta geotechnica |
| Pubbl/distr/stampa | Berlin, : Springer |
| Disciplina | 624.1513 |
| Soggetto topico |
Soil mechanics
Geology, Structural Mecànica dels sòls Tectònica |
| Soggetto genere / forma |
Periodicals.
Revistes electròniques. |
| Soggetto non controllato | Civil Engineering |
| ISSN | 1861-1133 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910144341303321 |
| Berlin, : Springer | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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An introduction to geotechnical engineering / Robert D. Holtz, William D. Kovacs
| An introduction to geotechnical engineering / Robert D. Holtz, William D. Kovacs |
| Autore | HOLTZ, Robert D. |
| Descrizione fisica | XLV, 733 p. : ill. ; 24 cm |
| Disciplina | 624.1513 |
| Altri autori (Persone) | KOVACS, William D. |
| Soggetto topico | Meccanica dei terreni |
| ISBN | 0-13-484394-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-990000049650203316 |
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HOLTZ, Robert D.
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| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Analisi e verifica dei pendii : frane ed intense erosioni / Pietro Cirone
| Analisi e verifica dei pendii : frane ed intense erosioni / Pietro Cirone |
| Autore | Cirone, Pietro |
| Pubbl/distr/stampa | Palermo : D. Flaccovio, 2014 |
| Descrizione fisica | 268 p. : ill. ; 24 cm |
| Disciplina | 624.1513 |
| Soggetto non controllato | Meccanica dei terreni |
| ISBN | 978-88-579-0348-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990009921520403321 |
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Cirone, Pietro
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| Palermo : D. Flaccovio, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Applications of the theory of plasticity in soil mechanics / J. Salençon ; translation by R. W. Lewis and H. Virlogeux
| Applications of the theory of plasticity in soil mechanics / J. Salençon ; translation by R. W. Lewis and H. Virlogeux |
| Autore | Salençon, Jean |
| Pubbl/distr/stampa |
< |
| Descrizione fisica | XII, 158 p. ; 24 cm. |
| Disciplina | 624.1513 |
| Collana | Wiley series in geotechnical engineering |
| Soggetto topico | Meccanica dei terreni - Plasticità |
| ISBN | 0-471-74984-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNIBAS-000013804 |
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Salençon, Jean
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| <<John>> Wiley | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. della Basilicata | ||
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Aspetti geotecnici della progettazione in zona sismica : linee guida / Associazione geotecnica italiana
| Aspetti geotecnici della progettazione in zona sismica : linee guida / Associazione geotecnica italiana |
| Autore | Associazione geotecnica italiana |
| Edizione | [Ed. provvisoria] |
| Pubbl/distr/stampa | Bologna, : Patron, 2005 |
| Descrizione fisica | xvi, 402 p. ; 30 cm. |
| Disciplina | 624.1513 |
| Soggetto topico |
Geotecnica
Progettazione resistente ai terremoti |
| ISBN | 8855528033 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNICAS-RML0288211 |
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Associazione geotecnica italiana
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| Bologna, : Patron, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Cassino e del Lazio Meridionale | ||
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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 | ||
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