Essentials of soil mechanics and foundations : basic geotechnics /
Part I: Background and basics. 1- The soil and rock of planet earth: geologic overview. 2- Soil types and soil structure. 3- Soil composition: terminoly and definitions. 4- Index properties and classification tests and soil classification systems. 5- Site investigations: purpose and methods, informa...
Guardado en:
Autor principal: | |
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Formato: | Libro |
Lenguaje: | Inglés |
Publicado: |
Upper Saddle River, N.J. :
Pearson/Prentice Hall,
c2007.
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Edición: | 7th ed. |
Materias: | |
Aporte de: | Registro referencial: Solicitar el recurso aquí |
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100 | 1 | |a McCarthy, David F. |9 300462 | |
245 | 1 | 0 | |a Essentials of soil mechanics and foundations : |b basic geotechnics / |c David F. McCarthy. |
250 | |a 7th ed. | ||
260 | |a Upper Saddle River, N.J. : |b Pearson/Prentice Hall, |c c2007. | ||
300 | |a xiii, 850 p. : |b il., mapas ; |c 25 cm. | ||
520 | 2 | |a Part I: Background and basics. 1- The soil and rock of planet earth: geologic overview. 2- Soil types and soil structure. 3- Soil composition: terminoly and definitions. 4- Index properties and classification tests and soil classification systems. 5- Site investigations: purpose and methods, information and procedures available. Part II: Engineering properties and behavior of soil deposits. 6- Movement of water through soil: basic hydrogeology, subsurface flow, permeability, capillarity. 7- Movement of water through soil: Practical effects: seepage, drainage, frost heave, contamination. 8- Combined stresses in soil masses: stress at a point and Mohr's circle. 9- Subsurface stresses. 10- Settlement: soil compression, volume distortion, consolidation. 11- Shear strength theory. 12- Earthquakes and the effects. Part III: Application of soil mechanics theories. 13- Foundations: introductory concepts. 14- Foundations: design considerations and methods. 15- Site improvement: earth moving, compaction and stabilization. 16- Stability of unsupported slopes. 17- Lateral pressures and retaining structures. | |
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