ENGINEERING PROPERTIES OF SOILS AND THEIR MEASUREMENT
Material type: TextPublication details: SINGAPORE: MCGRAW-HILL BOOK, 1992Edition: 4THDescription: 241P; ILLUSTISBN:- 0071129219
Item type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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Monograf | JPS HQ Library Main Library | General Collections | GEOT.SOIL 624.131 BOW (Browse shelf(Opens below)) | 1 | Available | 1000000561 | ||
Monograf | JPS HQ Library Main Library | General Collections | GEOT.SOIL 624.131 BOW (Browse shelf(Opens below)) | 1 | Available | 1000000552 |
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GEOT.SOIL 624.131.65 USE THE USE OF GABIONS IN THE CONSTRUCTION OF WEIRS | GEOT.SOIL 624.131 ARK Integrating modern head office project planning techniques with site schedule / Abd Rahim Kaparawi | GEOT.SOIL 624.131 BOW ENGINEERING PROPERTIES OF SOILS AND THEIR MEASUREMENT | GEOT.SOIL 624.131 BOW ENGINEERING PROPERTIES OF SOILS AND THEIR MEASUREMENT | GEOT.SOIL 624.131 BRI MODEL SPECIFICATION FOR PRESTRESSED GROUND ANCHORS | GEOT.SOIL 624.131 CAP MASALAH TANAH DALAM KEJURUTERAAN | GEOT.SOIL 624.131 DEP SOIL MECHANICS FOR ROAD ENGINEERS |
Introduction. Soil mechanics definitions, laboratory procedures and report preparation. 1. Water- content determination. 2. Field collection of a soil sample. 3. Liquid and plastic limits of a soil. 4. Shrinkage limit. 5. Particle- size analysis- mechanical method. 6. Particle- size analysis- hydrometer method. 7. Specific gravity of soils solids. 8. Classification of soils. 9. Moisture- unit weight relationship(compaction test). 10. Determination of in- place soil density. 11. Coefficient of permeability- constant head method. 12. Coefficient of permeability testing. 13. Consolidation test. 14. Unconfined compression testing. 15. Triaxial test- without pore-pressure measurements. 16. Triaxial test-with pore-pressure measurements. 17. Direct-shear test. 18. Relative density determination. 19. California bearing ratio-(CBR) test. 20. Flow-net construction using and electrical analogy. 21. Volumetric- gravimetric relationships. 22. Unit weight of cohesive soils.
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