A linear log d - log w model for the determination of consistency limits of soils

Canadian Geotechnical Journal

Volumn 38, Issue 6, 2001, Pages 1335-1342

  Feng, Tao Wei ^a  

^a CHUNG YUAN CHRISTIAN UNIVERSITY   (Taiwan)

Author keywords

Clays; Consistency limits; Fall cone; Laboratory tests

Indexed keywords

CONES; DATA REDUCTION; REGRESSION ANALYSIS; STATISTICAL METHODS;

FLOW CURVE;

SOILS;

CLAY; CONE PENETRATION TEST; DEPTH; LABORATORY METHOD; LIQUID LIMIT; WATER CONTENT;

EID: 0035544815     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-6-1335     Document Type: Article

References (28)

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3. ETC 5 fall-cone study
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5. Estimation of some properties of Champlain clays with the Swedish fall cone
6. A new approach to the determination of the shear strength of clay by the fall-cone test
7. Using the BS cone penetrometer for the determination of the plastic limits of soils
8. Theoretical analysis of the fall-cone test
9. Suggested improvements in the liquid limit test, with reference to flow properties of remoulded clays
10. Liquid limits and fall cones
11. Some observations on liquid limit values
12. A comparison of values of liquid limit determined with apparatus having bases of different hardness
13. An investigation of a cone-penetrometer method for the determination of the liquid limit
14. The sensitivity of clays
15. Cone penetration tests near the plastic limit
16. Determination of consistency of soils by means of penetration tests
17. Determination of the consistency limits of soils by the fall cone test
18. Cone penetrometer and liquid limit: Discussion
19. Cone penetrometer and liquid limit
20. Cone penetrometer and liquid limit: Discussion
21. Some fall-cone tests
22. The use of the cone penetrometer to determine the plastic limit of soils
23. The correlation of index properties with some basic engineering properties of soils
24. Relationships between shear strength, consolidation, liquid limit, and plastic limit for remolded clays