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SOIL MECHANICS// M.J. SMITH

By: Material type: TextTextLanguage: English Publication details: Harlow: George Godwin, 1981Edition: Fourth editionDescription: 168 pages: illustrationsISBN:
  • 0-7114-58103
Subject(s):
Contents:
1. Soil definitions. 1.1 Engineering definition of soil. 1.2 Voids. 1.3 Moisture content, specific gravity and density. 1.4 Neutral and effective stress. 2. Compaction. 2.1 Proctor test. 2.2 Site -procedure. 3. Soil classification. 3.1 Classification used in this chapter. 3.2 Field identification. 3.3 Particle size distribution. 3.4 Plasticity. 3.5 Casagrande's systems of soil classification. 4. Permeability. 4.1 Darcy's laws. 4.2 Determination of the coefficient of permeability. 4.3 Determination of permeability on site. 4.4 Critical hydraulic gradient. 4.5 Seepage through soil. 4.6 Flow nets. 5. Consolidation. 5.1 Settlement. 5.2 Odometer test. 5.3 Theory of consolidation. 5.4 Settlement in sands. 6.Shear strength. 6.1 Shear- box test. 6.2 Coulomb's law. 6.3 Tri-axial compression test. 6.4 Further shear test. 6.5 Pore pressure parameters. 7. Distribution of vertical pressure. 7.1 Single point load. 7.2 Distributed load. 7.3 Fadums methods. 7.4 Newmarks chart. 8. Soil pressure on retaining walls. 8.1 Active pressure. 8.2 Passive resistance. 8.3 Sheet pile walls. 9. Stability of slopes. 10. Foundations. 10.1 Shallow foundations. 10.2 Deep foundations.
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Item type Current library Collection Call number Copy number Status Date due Barcode
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13 SMI (Browse shelf(Opens below)) 1 Available 1000000202

1. Soil definitions. 1.1 Engineering definition of soil. 1.2 Voids. 1.3 Moisture content, specific gravity and density. 1.4 Neutral and effective stress. 2. Compaction. 2.1 Proctor test. 2.2 Site -procedure. 3. Soil classification. 3.1 Classification used in this chapter. 3.2 Field identification. 3.3 Particle size distribution. 3.4 Plasticity. 3.5 Casagrande's systems of soil classification. 4. Permeability. 4.1 Darcy's laws. 4.2 Determination of the coefficient of permeability. 4.3 Determination of permeability on site. 4.4 Critical hydraulic gradient. 4.5 Seepage through soil. 4.6 Flow nets. 5. Consolidation. 5.1 Settlement. 5.2 Odometer test. 5.3 Theory of consolidation. 5.4 Settlement in sands. 6.Shear strength. 6.1 Shear- box test. 6.2 Coulomb's law. 6.3 Tri-axial compression test. 6.4 Further shear test. 6.5 Pore pressure parameters. 7. Distribution of vertical pressure. 7.1 Single point load. 7.2 Distributed load. 7.3 Fadums methods. 7.4 Newmarks chart. 8. Soil pressure on retaining walls. 8.1 Active pressure. 8.2 Passive resistance. 8.3 Sheet pile walls. 9. Stability of slopes. 10. Foundations. 10.1 Shallow foundations. 10.2 Deep foundations.

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