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[null,"1.","Record Nr.",null,"UNINA9910830631003321"]
[null,null,"Autore",null,"Dhouib Ammar"]
[null,null,"Titolo",null,"Applied geotechnics for construction projects . Volume 1 : soil and experimental data / / Ammar Dhouib"]
[null,null,"Pubbl/distr/stampa",null,"Hoboken, NJ : , : John Wiley & Sons, Inc., , [2023]"]
[{"$nulls":4},"©2022"]
[null,null,"ISBN",null,"1-394-19222-3"]
[{"$nulls":4},"1-394-19220-7"]
[null,null,"Descrizione fisica",null,"1 online resource (391 pages)"]
[null,null,"Disciplina",null,"624.15136"]
[null,null,"Soggetti",null,"Soil mechanics"]
[{"$nulls":4},"Geotechnical engineering"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Cover -- Title Page -- Copyright Page -- Contents -- Foreword -- Entrepreneur's Tribune: Geotechnics is at the Heart of Our Projects -- Preface -- Acknowledgments -- Symbols and Notations -- Introduction -- Chapter 1. Soil: Definition, Identification and Classification -- 1.1. Definition of a soil -- 1.1.1. Characteristic sizes -- 1.2. Soil types -- 1.2.1. Granular soils -- 1.2.2. Fine soils -- 1.3. Laboratory identification tests -- 1.3.1. Parameters and standards -- 1.3.2. Definition of parameters -- 1.4. Examples of soil identification and applications -- 1.4.1. Particle size analysis -- 1.4.2. Characterization of soil plasticity -- 1.4.3. Organic material content research -- 1.4.4. Liquefaction risk analysis -- 1.4.5. Characterization of clay soils with respect to swelling and shrinkage -- 1.4.6. Soil treatment for platforms and technical backfills -- 1.5. Soil classification -- 1.6. Illustrative samples -- 1.7. Roads and carriageways fact sheet -- 1.8. Railway platforms fact sheet -- 1.9. Appendix 1.1: Classification of soft soil and rock -- 1.10. References -- Chapter 2. Stresses, Deformations and Behavioral Laws of Soils -- 2.1. Basic concepts of mechanics of continuous media -- 2.1.1. Concept of stress -- 2.1.2. Concept of deformation -- 2.1.3. Generalization of the state of stresses -- 2.1.4. Generalization of the deformation state -- 2.1.5. Deformation-displacement relations -- 2.1.6. Deformation rate -- 2.1.7. Acceleration -- 2.2. Behavioral laws -- 2.2.1. Elastic behavior model -- 2.2.2. Elasto-plastic behavioral models -- 2.2.3. Viscoelastic behavior "]
[{"$nulls":4},"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."]
[{"$nulls":4},"2.4.3. Equilibrium equations -- 2.4.4. Experimental determination of elastic parameters of soil -- 2.4.5. Order of magnitude of soil parameters -- 2.5. Practical applications to construction projects -- 2.5.1. Calculation of vertical stresses in a homogeneous soil -- 2.5.2. Steps to solving finite element calculations: simple cases -- 2.5.3. Project 1: Modeling and calculation of settlement of a road embankment -- 2.5.4. Project 2: Study of the displacements of a retaining slurry trench wall -- 2.5.5. Project 3: Modeling of rafts on vertical stiff inclusions -- 2.5.6. Some lessons to be learned from deformation calculations -- 2.6. References -- Chapter 3. Determination of the In-situ Geotechnical Parameters of Soils -- 3.1. Introduction -- 3.1.1. The purpose of testing in geotechnical projects -- 3.1.2. On-site and laboratory tests: which to choose? -- 3.2. General methodology of geotechnical studies -- 3.2.1. Phases and types of standard geotechnical studies -- 3.2.2. Standard geotechnical missions -- 3.2.3. Blueprint of a geotechnical study -- 3.3. Inventory of field tests in France -- 3.3.1. Soil identification and classification tests -- 3.3.2. Laboratory compression tests -- 3.3.3. Laboratory shear tests -- 3.3.4. Legend for parameters measured in the laboratory -- 3.3.5. Tests to determine the mechanical properties of soils on site -- 3.3.6. Legend for parameters measured on site -- 3.3.7. Tests for the measurement of soil permeability -- 3.3.8. Tests to measure the dynamic soil parameters -- 3.3.9. Specific tests -- 3.4. On-site parameter determination tests -- 3.4.1. Vane test -- 3.4.2. Cone penetration test (CPT) -- 3.4.3. Dynamic penetrometer test (PDA and PDB) -- 3.4.4. Standard penetration test (SPT) -- 3.4.5. Ménard pressuremeter test (MPT) -- 3.4.6. Phicometer shear test -- 3.4.7. Plate-bearing test."]
[{"$nulls":4},"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."]