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The Rate of Swelling of Overconsolidated Clays Subjected to Unloading
G. Mesri
, Y. K. Choi, C. R. Ullrich
Civil and Environmental Engineering
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Dive into the research topics of 'The Rate of Swelling of Overconsolidated Clays Subjected to Unloading'. Together they form a unique fingerprint.
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Keyphrases
Over-consolidated Clay
100%
Negative Pore Water Pressure
100%
Terzaghi Theory
80%
Maximum Pressure
40%
Overconsolidation Ratio
40%
Swelling Index
40%
Shear-induced
20%
Deformation Condition
20%
Deformation History
20%
Time Rate
20%
Effective Stress
20%
Cylindrical Specimen
20%
Clay
20%
Orchard
20%
Pore Water Pressure
20%
Pore Pressure
20%
Shale
20%
Time Cycle
20%
History Variables
20%
Excess Pore Water Pressure
20%
Load-deformation Behavior
20%
Reconstituted Samples
20%
Pore Pressure Dissipation
20%
Top Water
20%
Percent Swelling
20%
Duck River
20%
One-dimensional Swelling
20%
Engineering
One Dimensional
100%
Overconsolidation Ratio
50%
Optical Character Recognition
50%
Swelling Index
50%
Deformation Condition
25%
Effective Stress
25%
Pore Water Pressure
25%
Excess Pore Pressure
25%