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Consolidation of soils
G. Mesri
, T. W. Feng
Civil and Environmental Engineering
Research output
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Contribution to journal
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Article
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peer-review
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Keyphrases
Soil Particles
100%
Primary Consolidation
100%
Soil Consolidation
100%
Secondary Compression
75%
Compressibility
50%
Ground Settlement
50%
Undisturbed Soil
50%
Soil Specimen
50%
Primary Compression
50%
Preconsolidation Pressure
50%
Oedometer Test
50%
Law
25%
Void Fraction
25%
Embankment
25%
Particle Deformation
25%
Compression Behavior
25%
Particle Damage
25%
Undrained Shear Strength
25%
Saturated Soil
25%
Effective Vertical Stress
25%
Particle Compression
25%
Hypothesis B
25%
Compact Packing
25%
Laboratory Consolidation Test
25%
Terzaghi's Effective Stress
25%
Engineering
Soil Particle
100%
Primary Consolidation
100%
Secondary Compression
75%
Compressibility
50%
Primary Compression
50%
Preconsolidation Pressure
50%
Oedometer Test
50%
Subsurface
25%
Supporting Evidence
25%
Effective Stress
25%
Measured Settlement
25%
Undrained Shear Strength
25%
Earth and Planetary Sciences
Compressibility
100%
Oedometer Test
100%
Shear Strength
50%
Void Ratio
50%