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A reevaluation of S
u(mob)
= 0.22σ′
p
using laboratory shear tests
G. Mesri
Civil and Environmental Engineering
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Dive into the research topics of 'A reevaluation of S
u(mob)
= 0.22σ′
p
using laboratory shear tests'. Together they form a unique fingerprint.
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Keyphrases
Undrained Shear Strength
100%
Laboratory Shear Test
100%
Correction Factor
66%
Time Effect
66%
In Situ
33%
Strength Data
33%
Safety Factor
33%
Anisotropy Effect
33%
Embankment
33%
Slip Surface
33%
Vane
33%
In Situ Data
33%
Soft Clay
33%
Oedometer
33%
Undrained Strength
33%
Earth and Planetary Sciences
Shear Strength
100%
Shear Test
100%
Soft Clay
33%