DESIGN AIDS IN SOIL MECHANICS AND FOUNDATION ENGINEERING// Shenbaga Kaniraj

By: Material type: TextTextLanguage: English Publication details: New Delhi: Tata McGraw Hill Pub. Co. Ltd., 1988Description: 698 pages: illustrationsSubject(s):
Contents:
1. Fundamentals definitions, relationship and inter-relationship. 2. Index properties. 3. Soil classification. 4. Soil compaction. 5. Flow through soil(steady state). 6. Effective stress principle. 7. Consolidation. 8. Development of pore water pressure and pore water pressure parameters. 9. Shear strength of saturated soils. 10. Foundation loads. 11. Location and depth of foundations. 12. Bearing capacity of shallow foundations. 13. Elastic solutions for vertical stresses and displacements in soils. 14.Settlement of shallow foundations. 15. Pile foundations. 16. Lateral earth pressure. 17. Earth retaining structures. 18. Stability of earth slopes. 19. Subsurface investigation. 20. Dynamic analysis of foundations.
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Holdings
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 KAN (Browse shelf(Opens below)) 1 Available 1000000130
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13 KAN (Browse shelf(Opens below)) 1 Available 1000000251

1. Fundamentals definitions, relationship and inter-relationship. 2. Index properties. 3. Soil classification. 4. Soil compaction. 5. Flow through soil(steady state). 6. Effective stress principle. 7. Consolidation. 8. Development of pore water pressure and pore water pressure parameters. 9. Shear strength of saturated soils. 10. Foundation loads. 11. Location and depth of foundations. 12. Bearing capacity of shallow foundations. 13. Elastic solutions for vertical stresses and displacements in soils. 14.Settlement of shallow foundations. 15. Pile foundations. 16. Lateral earth pressure. 17. Earth retaining structures. 18. Stability of earth slopes. 19. Subsurface investigation. 20. Dynamic analysis of foundations.

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