Soil mechanics / T. William Lambe, Robert V. Whitman.
Material type: TextSeries: Series in soil engineeringPublisher: New York : Wiley, [1969]Copyright date: ©1969Description: ix, 553 pages : illustrations, portraits ; 28 cmContent type:- text
- unmediated
- volume
- 0471511927
- 9780471511922
- 0852265034
- 9780852265031
- 0471511935
- 9780471511939
- Series in soil engineering [Cover title]
- 624.151 23
- TA710 .L245
Item type | Current library | Call number | Copy number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|---|
Book | City Campus City Campus Main Collection | 624.151 LAM (Browse shelf(Opens below)) | 1 | Available | A534316B |
Includes bibliographical references and index.
Part I. Introduction : -- 1. Soil problems in civil engineering -- 2. A preview of soil behavior -- Part II. The nature of soil : -- 3. Description of an assemblage of particles -- 4. Description of an individual soil particle -- 5. Normal stress between soil particles -- 6. Shear resistance between soil particles -- 7. Soil formation -- Part III. Dry soil : -- 8. Stresses within a soil mass -- 9. Tests to measure stress-strain properties -- 10. General aspects of stress-strain behavior -- 11. Shear strength of cohesionless soil -- 12. Stress-strain relationships -- 13. Earth retaining structures and slopes -- 14. Shallow foundations -- 15. Dynamic loading of soil -- Part IV. Soil with water - no flow or steady flow : -- 16. Effective stress concept -- 17. One-dimensional fluid flow -- 18. Two-dimensional fluid flow -- 19. Soil permeability and filter requirements -- 20. General aspects of drained stress-strain behavior -- 21. Drained shear strength -- 22. Stress-strain relations for drained conditions -- 23. Earth retaining structures and earth slopes with drained conditions -- 24. Earth slopes with drained conditions -- 25. Shallow foundations with drained conditions -- Part V. Soil with water - transient flow : -- 26. Pore pressures developed during undrained loading -- 27. Consolidation theory -- 28. Drained and undrained stress-strain behavior -- 29. Undrained shear strength -- 30. Stress-strain relations for undrained conditions -- 31. Earth retaining structures and earth slopes with undrained conditions -- 32. Shallow foundations with drained unconditions -- 33. Deep foundations -- 42. The improvement of soil -- Appendix A. Symbols -- Appendix B. Conversion -- Appendix C. References..
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