Essentials of soil mechanics and foundations : basic geotechnics / David F. McCarthy.

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Bibliographic Details
Main Author: McCarthy, David F.
Format: Book
Language:English
Published: Harlow, Essex, England : Pearson, [2014]
Edition:Seventh edition.
Series:Always learning.
Subjects:

MARC

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008 140919s2014 enkab 001 0 eng
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245 1 0 |a Essentials of soil mechanics and foundations :  |b basic geotechnics /  |c David F. McCarthy. 
246 3 0 |a Basic geotechnics 
250 |a Seventh edition. 
250 |a Pearson new international edition. 
264 1 |a Harlow, Essex, England :  |b Pearson,  |c [2014] 
264 4 |c ©2014 
300 |a 842 pages :  |b illustrations, maps ;  |c 28 cm 
336 |a text  |b txt  |2 rdacontent 
336 |a still image  |b sti  |2 rdacontent 
337 |a unmediated  |b n  |2 rdamedia 
338 |a volume  |b nc  |2 rdacarrier 
490 1 |a Always learning 
500 |a Includes index. 
505 0 |a 1. The Soil and Rock of Planet Earth: Geologic Overview -- 2. Soil Types and Soil Structure -- 3. Soil Composition: Terminology and Definitions -- 4. Index Properties and Classification Tests, and Soil Classification Systems -- 5. Site Investigations: Purpose and Methods, Information and Procedures Available -- 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 Affects -- 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 -- Appendix: Laboratory procedure to determine coefficient of consolidation. 
650 0 |a Soil mechanics.  |9 324254 
650 0 |a Foundations.  |9 318129 
830 0 |a Always learning.  |9 1092820 
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