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100 years of Prandtl's wedge / / Stefan Van Baars
| 100 years of Prandtl's wedge / / Stefan Van Baars |
| Autore | Van Baars Stefan |
| Pubbl/distr/stampa | Amsterdam, The Netherlands : , : IOS Press, , [2018] |
| Descrizione fisica | 1 online resource (144 pages) |
| Disciplina | 624.15136 |
| Soggetto topico | Soil mechanics |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61499-850-7 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346724403321 |
Van Baars Stefan
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| Amsterdam, The Netherlands : , : IOS Press, , [2018] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Advanced soil mechanics / Braja M. Das
| Advanced soil mechanics / Braja M. Das |
| Autore | Das, Braja M. |
| Edizione | [2. ed] |
| Pubbl/distr/stampa | Washington ; London : Taylor & Francis, 1997 |
| Descrizione fisica | XVI, 457 p. : ill. ; 24 cm. |
| Disciplina | 624.15136 |
| ISBN | 15-603-2561-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-SUN0040440 |
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Das, Braja M.
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| Washington ; London : Taylor & Francis, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
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Advanced soil mechanics / Braja M. Das
| Advanced soil mechanics / Braja M. Das |
| Autore | Das, Braja M. |
| Edizione | [2. ed] |
| Pubbl/distr/stampa | Washington ; London, : Taylor & Francis, 1997 |
| Descrizione fisica | XVI, 457 p. : ill. ; 24 cm |
| Disciplina | 624.15136 |
| ISBN | 15-603-2561-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-VAN0040440 |
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Das, Braja M.
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| Washington ; London, : Taylor & Francis, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
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Advanced soil mechanics / Braja M. Das
| Advanced soil mechanics / Braja M. Das |
| Autore | Das, Braja M. |
| Edizione | [2. ed] |
| Pubbl/distr/stampa | Washington, : Taylor & Franis, 1997 |
| Descrizione fisica | XVI, 457 p. : ill. ; 24 cm. |
| Disciplina | 624.15136 |
| Soggetto topico | Meccanica dei terreni |
| ISBN | 1560325615 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISANNIO-UFI0233727 |
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Das, Braja M.
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| Washington, : Taylor & Franis, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Sannio | ||
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an introduction to the mechanics of soils and foundations : through critical state soil mechanics / Atkinson John H.
| an introduction to the mechanics of soils and foundations : through critical state soil mechanics / Atkinson John H. |
| Autore | ATKINSON, John H. |
| Pubbl/distr/stampa | London [etc.] : McGraw-Hill, copyr. 1993 |
| Disciplina | 624.15136 |
| Soggetto topico |
Meccanica dei terreni
Fondazioni |
| ISBN | 0-07-707713-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-990001231980203316 |
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ATKINSON, John H.
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| London [etc.] : McGraw-Hill, copyr. 1993 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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An introduction to trenchless technology / Steven R. Kramer, William J. McDonald, James C. Thomson
| An introduction to trenchless technology / Steven R. Kramer, William J. McDonald, James C. Thomson |
| Autore | KRAMER, Steven R. |
| Pubbl/distr/stampa | New York [etc.] : Chapman & Hall, copyr. 1992 |
| Descrizione fisica | XIII, 223 p. ; 24 cm. |
| Disciplina | 624.15136 |
| Altri autori (Persone) |
MCDONALD, William J.
THOMSON, James C. |
| Soggetto topico | Meccanica dei terreni |
| ISBN | 0-442-00232-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-990001260330203316 |
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KRAMER, Steven R.
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| New York [etc.] : Chapman & Hall, copyr. 1992 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Analisi di stabilità dei pendii : i metodi dell'equilibrio limite / Camillo Airò Farulla
| Analisi di stabilità dei pendii : i metodi dell'equilibrio limite / Camillo Airò Farulla |
| Autore | Airò Farulla, Camillo |
| Pubbl/distr/stampa | Benevento, : Hevelius, 2001 |
| Descrizione fisica | 204 p. : ill. ; 23 cm |
| Disciplina |
624.1
624.15136 |
| Collana | Argomenti di ingegneria geotecnica |
| Soggetto topico | Pendici montane - Stabilità |
| ISBN |
9788886977234
9788886977906 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Titolo uniforme | |
| Record Nr. | UNISANNIO-UFI0360555 |
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Airò Farulla, Camillo
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| Benevento, : Hevelius, 2001 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Sannio | ||
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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 |
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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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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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Applied geotechnics for construction projects . Volume 1 : soil and experimental data / / Ammar Dhouib
| Applied geotechnics for construction projects . Volume 1 : soil and experimental data / / Ammar Dhouib |
| Autore | Dhouib Ammar |
| Pubbl/distr/stampa | Hoboken, NJ : , : John Wiley & Sons, Inc., , [2023] |
| Descrizione fisica | 1 online resource (391 pages) |
| Disciplina | 624.15136 |
| Soggetto topico |
Soil mechanics
Geotechnical engineering |
| ISBN |
1-394-19222-3
1-394-19220-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Title Page -- Copyright Page -- Contents -- Foreword -- Entrepreneur's Tribune: Geotechnics is at the Heart of Our Projects -- Preface -- Acknowledgments -- Symbols and Notations -- Introduction -- Chapter 1. Soil: Definition, Identification and Classification -- 1.1. Definition of a soil -- 1.1.1. Characteristic sizes -- 1.2. Soil types -- 1.2.1. Granular soils -- 1.2.2. Fine soils -- 1.3. Laboratory identification tests -- 1.3.1. Parameters and standards -- 1.3.2. Definition of parameters -- 1.4. Examples of soil identification and applications -- 1.4.1. Particle size analysis -- 1.4.2. Characterization of soil plasticity -- 1.4.3. Organic material content research -- 1.4.4. Liquefaction risk analysis -- 1.4.5. Characterization of clay soils with respect to swelling and shrinkage -- 1.4.6. Soil treatment for platforms and technical backfills -- 1.5. Soil classification -- 1.6. Illustrative samples -- 1.7. Roads and carriageways fact sheet -- 1.8. Railway platforms fact sheet -- 1.9. Appendix 1.1: Classification of soft soil and rock -- 1.10. References -- Chapter 2. Stresses, Deformations and Behavioral Laws of Soils -- 2.1. Basic concepts of mechanics of continuous media -- 2.1.1. Concept of stress -- 2.1.2. Concept of deformation -- 2.1.3. Generalization of the state of stresses -- 2.1.4. Generalization of the deformation state -- 2.1.5. Deformation-displacement relations -- 2.1.6. Deformation rate -- 2.1.7. Acceleration -- 2.2. Behavioral laws -- 2.2.1. Elastic behavior model -- 2.2.2. Elasto-plastic behavioral models -- 2.2.3. Viscoelastic behavior models -- 2.2.4. Dynamic behavior of soils -- 2.3. Soil creep phenomenon -- 2.3.1. Creep mechanism -- 2.3.2. Creep stresses and deformations -- 2.4. Mechanics of continuous media applied to soils -- 2.4.1. Terzaghi's fundamental relation -- 2.4.2. Concepts of short term and long term.
2.4.3. Equilibrium equations -- 2.4.4. Experimental determination of elastic parameters of soil -- 2.4.5. Order of magnitude of soil parameters -- 2.5. Practical applications to construction projects -- 2.5.1. Calculation of vertical stresses in a homogeneous soil -- 2.5.2. Steps to solving finite element calculations: simple cases -- 2.5.3. Project 1: Modeling and calculation of settlement of a road embankment -- 2.5.4. Project 2: Study of the displacements of a retaining slurry trench wall -- 2.5.5. Project 3: Modeling of rafts on vertical stiff inclusions -- 2.5.6. Some lessons to be learned from deformation calculations -- 2.6. References -- Chapter 3. Determination of the In-situ Geotechnical Parameters of Soils -- 3.1. Introduction -- 3.1.1. The purpose of testing in geotechnical projects -- 3.1.2. On-site and laboratory tests: which to choose? -- 3.2. General methodology of geotechnical studies -- 3.2.1. Phases and types of standard geotechnical studies -- 3.2.2. Standard geotechnical missions -- 3.2.3. Blueprint of a geotechnical study -- 3.3. Inventory of field tests in France -- 3.3.1. Soil identification and classification tests -- 3.3.2. Laboratory compression tests -- 3.3.3. Laboratory shear tests -- 3.3.4. Legend for parameters measured in the laboratory -- 3.3.5. Tests to determine the mechanical properties of soils on site -- 3.3.6. Legend for parameters measured on site -- 3.3.7. Tests for the measurement of soil permeability -- 3.3.8. Tests to measure the dynamic soil parameters -- 3.3.9. Specific tests -- 3.4. On-site parameter determination tests -- 3.4.1. Vane test -- 3.4.2. Cone penetration test (CPT) -- 3.4.3. Dynamic penetrometer test (PDA and PDB) -- 3.4.4. Standard penetration test (SPT) -- 3.4.5. Ménard pressuremeter test (MPT) -- 3.4.6. Phicometer shear test -- 3.4.7. Plate-bearing test. 3.5. French conventional soil classification -- 3.5.1. Classification according to Fascicle 62, Part V -- 3.5.2. Soil classification according to Eurocode 7 -- 3.5.3. Classification according to PS92 rules -- 3.5.4. Classification according to Eurocode 8 -- 3.6. Correlations between parameters -- 3.6.1. Correlations between mechanical parameters measured on site -- 3.6.2. Correlations between other parameters -- 3.7. Practical analysis of typical tests -- 3.7.1. Practical example of monotonic pressuremeter tests -- 3.7.2. Practical example of pressuremeter tests with cycles -- 3.7.3. Control procedures for pressuremeter tests -- 3.7.4. Practical example of cone penetration tests -- 3.7.5. Variations and correlations between parameters measured on site -- 3.7.6. Photos of worksites and on-site survey equipment -- 3.8. Scope of application of on-site testing -- 3.9. Test results in typical soils -- 3.9.1. Pressuremeter tests (Baud diagram) -- 3.9.2. Pressuremeter tests in backfills treated with lime -- 3.9.3. Cone penetration tests -- 3.9.4. Common diagram for geotechnical investigations -- 3.10. Wise conclusion -- 3.11. Appendix 3.1: Correlations between net creep pressures and net limit pressures -- 3.12. References -- French, European and ISO Standards in the Field of Geotechnics -- Index -- Summaries of Other Volumes -- EULA. |
| Record Nr. | UNINA-9910830631003321 |
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Dhouib Ammar
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| Hoboken, NJ : , : John Wiley & Sons, Inc., , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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