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Applied analyses in geotechnics / Fethi Azizi
| Applied analyses in geotechnics / Fethi Azizi |
| Autore | Azizi, Fethi |
| Pubbl/distr/stampa | London, : E & FN Spon, 2000 |
| Descrizione fisica | XVIII, 753 p. : ill. ; 24 cm |
| Disciplina | 624.151(Geologia tecnica) |
| ISBN | 04-19-25340-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-VAN0040451 |
Azizi, Fethi
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| London, : E & FN Spon, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
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Applied geotechnics for construction projects . Volume 4 : retaining structures, soil reinforcement and improvement / / Ammar Dhouib
| Applied geotechnics for construction projects . Volume 4 : retaining structures, soil reinforcement and improvement / / Ammar Dhouib |
| Autore | Dhouib Ammar |
| Pubbl/distr/stampa | Hoboken, NJ : , : John Wiley & Sons, Inc., , [2023] |
| Descrizione fisica | 1 online resource (421 pages) |
| Disciplina | 624.151 |
| Soggetto topico | Geotechnical engineering |
| ISBN |
1-394-19231-2
1-394-19229-0 |
| 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. Active and Passive Earth Pressures: Earth Retaining Structures -- 1.1. Active and passive earth pressures -- 1.1.1. Introduction -- 1.1.2. State of soils at rest -- 1.1.3. Active earth pressure in the soil -- 1.1.4. Passive earth pressure in the soil -- 1.1.5. Active and passive earth pressure forces -- 1.1.6. Active-passive pressure and back passive pressure: choice of incline -- 1.1.7. Active-passive earth pressures: specific cases -- 1.1.8. Effect of overloads -- 1.1.9. French practice -- 1.2. Behavior and sizing of earth retaining structures -- 1.2.1. Introduction: designing retaining structures -- 1.2.2. Classes of earth retaining structures -- 1.2.3. Limit conditions -- 1.2.4. History and path of the stresses -- 1.2.5. Behavior of rigid and flexible walls -- 1.3. Designing approaches -- 1.3.1. Classic failure analysis -- 1.3.2. Reaction coefficient method -- 1.3.3. Finite elements calculations -- 1.4. Method based on the reaction coefficient -- 1.4.1. Principle of the method -- 1.4.2. Soil/retaining structure reaction curve -- 1.4.3. Resolution method -- 1.4.4. Approaches for evaluating the reaction coefficient -- 1.5. The specific case of reinforced excavations -- 1.5.1. The principle of reinforcement -- 1.5.2. Horizontal stresses distribution diagrams -- 1.6. Subgrade stability -- 1.6.1. "Solid piping" -- 1.6.2. "Boiling" phenomenon -- 1.7. Applications -- 1.7.1. "Gravity" earth-retaining wall in a homogeneous soil mass -- 1.7.2. Study of a sheet piling using a classic failure analysis -- 1.7.3. Study of an advance shoring excavation -- 1.7.4. Project for a retaining diaphragm anchored by active tie rods.
1.8. Incidents: they can happen quickly! -- 1.8.1. Case of a sheet piling fixed in chalk -- 1.8.2. Retaining diaphragm walls with tie rods and anchored in a substratum -- 1.8.3. Alternate pass shell technique -- 1.9. Appendices -- 1.9.1. Appendix 1: Ground friction/strut sealing -- 1.9.2. Appendix 2: Steel reinforcement of continuous walls -- 1.9.3. Appendix 3: Stability of the tie rod mass (Kranz approach) -- 1.9.4. Appendix 4: Stability and comparison of approaches in earthquake calculation for retaining gravity walls -- 1.10. References -- Chapter 2. Soil Reinforcement and Improvement -- 2.1. Overview -- 2.1.1. Introduction -- 2.1.2. Historical and geographic context of the development of soil improvement techniques -- 2.1.3. The field and limits of the application of the different techniques -- 2.2. Reinforced Earth -- 2.2.1. Process -- 2.2.2. Construction method and displacement field -- 2.2.3. Displacement field -- 2.2.4. The surface of potential failure and tensile stresses in the reinforcement -- 2.2.5. Location and distribution of maximum tension in an RE wall -- 2.2.6. Friction between the soil and the RE reinforcement -- 2.2.7. Designing RE structures -- 2.2.8. The behavior of Reinforced Earth under triaxial shear testing -- 2.3. In situ soil nailing -- 2.3.1. The principles of nailing -- 2.3.2. The behavior of nailed walls -- 2.3.3. The interaction between the soil and the rod: the forces occurring around the rigid rod -- 2.3.4. The dimensions of the structures made from nailed earth -- 2.4. Soil reinforcement with micropiles -- 2.4.1. The principle of micropiles -- 2.4.2. Types of forces on micropiles and an assessment of possible actions -- 2.4.3. Theoretical study of an isolated micropile under centered axial load -- 2.4.4. An isolated micropile that causes a lateral reaction in the soil. 2.4.5. Buckling of a micropile embedded into the soil -- 2.4.6. The effect of a group or a network: efficiency coefficient (kef) -- 2.4.7. Designing structures reinforced by micropiles -- 2.4.8. The justification of Eurocode micropile -- 2.5. Applications -- 2.5.1. The mixed structure: Reinforced Earth and nailed walls -- 2.5.2. Construction crane on top of a group of micropiles -- 2.5.3. Comparing some French guidelines -- 2.6. Other techniques of in situ soil improvement -- 2.6.1. Compaction through vibration -- 2.6.2. Dynamic compaction -- 2.6.3. Soil-cement mortar columns carried out by jet grouting -- 2.6.4. Stone columns -- 2.6.5. In situ soil improvement through the use of rigid inclusions -- 2.6.6. Deep compaction/solid injection -- 2.6.7. Mixing the soil with a binder: the lime-cement column -- 2.6.8. Consolidation by pre-loading -- 2.6.9. Vacuum consolidation -- 2.6.10. Other techniques -- 2.6.11. Classical injections -- 2.6.12. Soil freezing -- 2.6.13. Some economic data -- 2.7. Approaches to design -- 2.8. Applications -- 2.8.1. The study of embankment on stone columns -- 2.8.2. Study of an industrial paving on vertical rigid inclusions topped by stone columns -- 2.8.3. Reduction of the risk of liquefication with the vibro stone columns -- 2.8.4. The behavior of rigid inclusions under general rafts -- 2.9. A what not to do! -- 2.9.1. Case 1: building on stone columns -- 2.9.2. Data relative to the soil in case 1 -- 2.9.3. Improving soils with stone columns (case 1) -- 2.9.4. Case 2: store with semi-rigid inclusions -- 2.9.5. Others ("school case") -- 2.10. Appendices -- 2.10.1. Appendix 1: Sizing chart of the lateral limit friction between the soil/nail (Clouterre 1991) -- 2.10.2. Appendix 2: Practical sizing charts of stone columns. 2.10.3. Appendix 3: Sizing charts for the global safety coefficient of embankments on soil treated with stone columns -- 2.10.4. Appendix 4: Structural verification of the support plate and the tie rod beams -- 2.11. References -- Chapter 3. Underground Works: Convergence-Confinement Method -- 3.1. Introduction -- 3.1.1. Underground cavities -- 3.1.2. Definition of a tunnel and its supporting structures -- 3.2. Failure area at the vault of the tunnel and forces -- 3.2.1. Failure area at the vault of the tunnel -- 3.2.2. Forces on the supporting structures -- 3.3. Displacement of the receiving terrains -- 3.3.1. Convergence of tunnels and extrusion -- 3.3.2. Surface displacement ("subsidence") -- 3.4. Mechanic behavior of tunnels -- 3.4.1. "Convergence-confinement" method -- 3.4.2. Simple methodology for estimating settlement -- 3.5. Dig methods and retaining structure types -- 3.5.1. Dig methods -- 3.5.2. Requirements and support types -- 3.6. Practical applications -- 3.6.1. Estimating the settlements empirically -- 3.6.2. Some practical results relating to surface settlement -- 3.6.3. Modeling with plane deformations -- 3.7. References -- French, European and ISO Standards in the Field of Geotechnics -- Index -- Summaries of Other Volumes -- EULA. |
| Record Nr. | UNINA-9910829869403321 |
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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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Applied geotechnics for construction projects . Volume 2 : fundamental principles of soil mechanics and the role of water / / Ammar Dhouib
| Applied geotechnics for construction projects . Volume 2 : fundamental principles of soil mechanics and the role of water / / Ammar Dhouib |
| Autore | Dhouib Ammar |
| Pubbl/distr/stampa | Hoboken, NJ : , : John Wiley & Sons, Inc., , [2023] |
| Descrizione fisica | 1 online resource (341 pages) |
| Disciplina | 624.151 |
| Soggetto topico |
Geotechnical engineering
Soil mechanics |
| ISBN |
1-394-19225-8
1-394-19223-1 |
| 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 Hydraulics: On-Site Water Tests -- 1.1. Water in the soil: basics -- 1.1.1. General assumptions: water continuity condition in soil -- 1.1.2. Water velocity in soil -- 1.2. Darcy's law -- 1.2.1. Head of water -- 1.2.2. Hydraulic gradient -- 1.3. Generalization to flow networks -- 1.3.1. Three-dimensional medium: Laplace equation -- 1.3.2. Two-dimensional flow -- 1.4. Flow forces -- 1.4.1. Determination of flow forces -- 1.4.2. Critical gradient: boiling phenomenon -- 1.4.3. Role of pore pressures in soil -- 1.5. On-site measurement of soil permeabilities -- 1.5.1. Pumping test -- 1.5.2. Lefranc-type local permeability test -- 1.5.3. Lugeon tests: experimental analysis and practical interpretation -- 1.5.4. General conclusion -- 1.6. Practical applications -- 1.6.1. Interpretation of an actual pumping test -- 1.6.2. Interpretation of a real Lefranc-type test -- 1.6.3. Practical application of a Lugeon test -- 1.6.4. Experimental data: permeability of soils -- 1.6.5. Soil water level measurements: piezometers -- 1.6.6. Micro-reel permeability measurements -- 1.7. References -- Chapter 2. Fundamental Principles of Soil Mechanics -- 2.1. Short-term and long-term soil behaviors -- 2.1.1. Concepts of short-term and long-term -- 2.1.2. Concepts of soil friction and cohesion -- 2.2. Soil consolidation and settlement -- 2.2.1. Preamble -- 2.2.2. Mechanical analogy -- 2.2.3. Oedometer tests -- 2.2.4. Terzaghi consolidation theory -- 2.2.5. Practical correlations between compressibility and creep parameters -- 2.3. Shear strength of soil -- 2.3.1. Preamble -- 2.3.2. Shear strength of granular soil -- 2.3.3. Shear strength of fine soil.
2.3.4. Residual shear strength of soil -- 2.3.5. Corresponding states theorem -- 2.4. Swelling-shrinkage of clay soil -- 2.4.1. Preamble -- 2.4.2. Swelling-shrinkage mechanism -- 2.4.3. Geotechnical survey and diagnosis methodology -- 2.4.4. In the event of damage due to draught: structural solutions -- 2.5. Slope stability -- 2.5.1. Preamble -- 2.5.2. Landslide modes and their origins -- 2.5.3. Failure mechanisms -- 2.5.4. Stability calculation approaches -- 2.5.5. Studies and practical calculations of stability -- 2.5.6. Solutions for improving stability by water evacuation -- 2.6. Conventional safety coefficients -- 2.6.1. Definition of safety coefficient -- 2.6.2. Conventional values -- 2.7. Applications -- 2.7.1. Study of an embankment on soft soil: calculation of bearing capacity and settlements -- 2.7.2. Analysis of damage to a pavilion due to the swelling/shrinkage of clay -- 2.7.3. Parametric study of typical case stability -- 2.7.4. Correlations between compressibility parameters and test validity -- 2.7.5. Correlations between shear parameters -- 2.8. References -- Chapter 3. Geotechnical Expertise -- 3.1. Preamble -- 3.2. Expertise on actual project cases -- 3.2.1. Housing project -- 3.2.2. Hospital center project -- 3.2.3. The issue of water -- 3.2.4. Predictions and measurements of the settlements of a thick raft of an HRB tower -- 3.2.5. Failure in a nailed wall of a motorway structure -- 3.3. Judicial expertise -- 3.3.1. Judicial expertise and the justice expert -- 3.3.2. Some cases of judicial expertise -- 3.4. Examples of rehabilitation (load balance) -- 3.4.1. Rehabilitation of a building on isolated footing -- 3.4.2. Rehabilitation of building on piles -- 3.5. Conclusion -- 3.6. References -- French, European and ISO Standards in the Field of Geotechnics -- Index -- Summaries of Other Volumes -- EULA. |
| Record Nr. | UNINA-9910830133803321 |
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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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Applied geotechnics for construction projects . Volume 3. : behavior and design of project foundations and eurocode validation / / Ammar Dhouib
| Applied geotechnics for construction projects . Volume 3. : behavior and design of project foundations and eurocode validation / / Ammar Dhouib |
| Autore | Dhouib Ammar |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : John Wiley and Sons Inc, , [2022] |
| Descrizione fisica | 1 online resource (489 pages) |
| Disciplina | 624.151 |
| Soggetto topico | Engineering geology |
| ISBN |
1-394-19228-2
1-394-19226-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830632903321 |
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Dhouib Ammar
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| Hoboken, New Jersey : , : John Wiley and Sons Inc, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Applied geotechnology : a text for students and engineers on rock excvation and related topics / by A. Roberts
| Applied geotechnology : a text for students and engineers on rock excvation and related topics / by A. Roberts |
| Autore | Roberts, Albert |
| Edizione | [1. ed.] |
| Pubbl/distr/stampa | Oxford ... [etc.] : Pergamon Press, c1981 |
| Descrizione fisica | XVI, 344 p. : ill. ; 26 cm. |
| Disciplina | 624.151 |
| Collana | Pergamon international library of science, technology, engineering and social studies |
| Soggetto topico | Geotecnica |
| ISBN | 0-08-024015-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNIBAS-000006465 |
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Roberts, Albert
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| Oxford ... [etc.] : Pergamon Press, c1981 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. della Basilicata | ||
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Appunti di geotecnica : per la facoltà di ingegneria / Leonardo Cascini
| Appunti di geotecnica : per la facoltà di ingegneria / Leonardo Cascini |
| Autore | CASCINI, Leonardo |
| Pubbl/distr/stampa | [S.l], : [S.n.], [s.d.] |
| Descrizione fisica | 96 p. : ill. ; 30 cm |
| Disciplina | 624.151 |
| Soggetto topico | Geotecnica |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISA-990000406090203316 |
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CASCINI, Leonardo
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| [S.l], : [S.n.], [s.d.] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Artificial Intelligent Approaches in Petroleum Geosciences [[electronic resource] /] / edited by Constantin Cranganu, Henri Luchian, Mihaela Elena Breaban
| Artificial Intelligent Approaches in Petroleum Geosciences [[electronic resource] /] / edited by Constantin Cranganu, Henri Luchian, Mihaela Elena Breaban |
| Edizione | [1st ed. 2015.] |
| Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 |
| Descrizione fisica | 1 online resource (298 p.) |
| Disciplina |
003.3
006.3 553 621.042 624.151 662.6 |
| Soggetto topico |
Cogeneration of electric power and heat
Fossil fuels Artificial intelligence Geotechnical engineering Mathematical models Mineralogy Fossil Fuel Artificial Intelligence Geotechnical Engineering and Applied Earth Sciences Mathematical Modeling and Industrial Mathematics |
| ISBN | 3-319-16531-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Intelligent Data Analysis Techniques – Machine Learning and Data Mining -- On meta-heuristics in optimization and data analysis. Application to geosciences -- Genetic Programming Techniques with Applications in the Oil and Gas Industry -- Application of Artificial Neural Networks in Geoscience and Petroleum Industry -- On Support Vector Regression to Predict Poisson’s Ratio and Young’s Modulus of Reservoir Rock -- Use of Active Learning Method to determine the presence and estimate the magnitude of abnormally pressured fluid zones: A case study from the Anadarko Basin, Oklahoma -- Active Learning Method for estimating missing logs in hydrocarbon reservoirs -- Improving the accuracy of Active Learning Method via noise injection for estimating hydraulic flow units: An example from a heterogeneous carbonate reservoir -- Well log analysis by global optimization-based interval inversion method -- Permeability estimation in petroleum reservoir by artificial intelligent methods: An overview. |
| Record Nr. | UNINA-9910299608103321 |
| Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 | 624.151 |
| Soggetto topico | Geotecnica |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISANNIO-PUV1021844 |
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Associazione geotecnica italiana
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| Bologna, : Patron, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Sannio | ||
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Assessment of the science proposed for the Deep Underground Science and Engineering Laboratory (DUSEL) [[electronic resource] /] / d Hoc Committee to Assess the Science Proposed for a Deep Underground Science and Engineering Laboratory (DUSEL), Board on Physics and Astronomy, Division on Engineering and Physical Sciences, National Research Council of the National Academies
| Assessment of the science proposed for the Deep Underground Science and Engineering Laboratory (DUSEL) [[electronic resource] /] / d Hoc Committee to Assess the Science Proposed for a Deep Underground Science and Engineering Laboratory (DUSEL), Board on Physics and Astronomy, Division on Engineering and Physical Sciences, National Research Council of the National Academies |
| Pubbl/distr/stampa | Washington, D.C., : National Academies Press, 2012 |
| Descrizione fisica | 1 online resource (141 p.) |
| Disciplina | 624.151 |
| Soggetto topico |
Engineers - United States
Engineering and state - United States Science and state - United States |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-12318-4
9786613527042 0-309-21724-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ""Front Matter""; ""Preface""; ""Acknowledgment of Reviewers""; ""Contents""; ""Summary""; ""1 Overview""; ""2 Description of Underground Facilities""; ""3 Science Assessments""; ""4 Impacts of a National Underground Facility""; ""Appendixes""; ""Appendix A: Statement of Task""; ""Appendix B: Meeting Agendas""; ""Appendix C: Biographies of Committee Members""; ""Appendix D: Survey of the Principal Underground Laboratories"" |
| Record Nr. | UNINA-9910461681103321 |
| Washington, D.C., : National Academies Press, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Assessment of the science proposed for the Deep Underground Science and Engineering Laboratory (DUSEL) [[electronic resource] /] / d Hoc Committee to Assess the Science Proposed for a Deep Underground Science and Engineering Laboratory (DUSEL), Board on Physics and Astronomy, Division on Engineering and Physical Sciences, National Research Council of the National Academies
| Assessment of the science proposed for the Deep Underground Science and Engineering Laboratory (DUSEL) [[electronic resource] /] / d Hoc Committee to Assess the Science Proposed for a Deep Underground Science and Engineering Laboratory (DUSEL), Board on Physics and Astronomy, Division on Engineering and Physical Sciences, National Research Council of the National Academies |
| Pubbl/distr/stampa | Washington, D.C., : National Academies Press, 2012 |
| Descrizione fisica | 1 online resource (141 p.) |
| Disciplina | 624.151 |
| Soggetto topico |
Engineers - United States
Engineering and state - United States Science and state - United States |
| ISBN |
0-309-21726-1
1-280-12318-4 9786613527042 0-309-21724-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ""Front Matter""; ""Preface""; ""Acknowledgment of Reviewers""; ""Contents""; ""Summary""; ""1 Overview""; ""2 Description of Underground Facilities""; ""3 Science Assessments""; ""4 Impacts of a National Underground Facility""; ""Appendixes""; ""Appendix A: Statement of Task""; ""Appendix B: Meeting Agendas""; ""Appendix C: Biographies of Committee Members""; ""Appendix D: Survey of the Principal Underground Laboratories"" |
| Record Nr. | UNINA-9910789916603321 |
| Washington, D.C., : National Academies Press, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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