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The coefficient of earth pressure at rest
G. Mesri
, T. M. Hayat
Civil and Environmental Engineering
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Keyphrases
Empirical Formula
100%
Granular Soil
100%
Soft Clay
100%
Clay Deposit
100%
Clay Soil
100%
Coefficient of Earth Pressure at Rest
100%
In Situ
50%
Aging
50%
Clay
50%
Undisturbed Specimen
50%
Secondary Compression
50%
Effective Vertical Stress
50%
Preconsolidation Pressure
50%
Pre-consolidation
50%
Engineering
Clay Deposits
100%
Granular Soil
100%
Clay Soil
100%
Secondary Compression
50%
Preconsolidation Pressure
50%
Earth and Planetary Sciences
Earth Pressure
100%
Soft Clay
100%
Laboratory Experiment
50%