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Shear viscosity of clays in the fall cone test
Gokhan Cevikbilen
*
, Muniram Budhu
*
Corresponding author for this work
Department of Civil Engineering
The University of Arizona College of Engineering
Research output
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Contribution to journal
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Article
›
peer-review
10
Citations (Scopus)
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Keyphrases
Clay
100%
Viscosity
100%
Shear Viscosity
100%
Fall Cone Test
100%
Clay Soil
60%
Viscometer
60%
Liquidity Index
40%
Water Content
20%
Liquid Limit
20%
Penetration Depth
20%
Conventional Tools
20%
Regression Coefficient
20%
Dynamic Equilibrium
20%
Soil Flow
20%
Equilibrium Depth
20%
Correlation Regression
20%
Plastic Range
20%
Engineering
Fluid Viscosity
100%
Shear Viscosity
100%
Clay Soil
60%
Liquid Limit
20%
Penetration Depth
20%
Correlation/Regression
20%
Dynamic Equilibrium
20%
Regression Coefficient
20%
Plastic Range
20%
Earth and Planetary Sciences
Clay Soil
100%
Viscometer
100%
Liquid Limit
33%
Regression Coefficient
33%
Chemical Engineering
Water Content
100%