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Engineering properties of fibrous peats
G. Mesri
, M. Ajlouni
Civil and Environmental Engineering
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peer-review
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Keyphrases
Art Paper
6%
Block Samples
6%
Change of Measure
6%
Coefficient of Earth Pressure at Rest
6%
Compressibility
20%
Compression Index
13%
Effective Vertical Stress
6%
Engineering Properties
100%
Fibrous Peat
100%
Friction Angle
6%
Geotechnical Materials
6%
High Ratio
6%
In Situ
6%
Initial Permeability
13%
Normally Consolidated
6%
Peat Deposit
26%
Permeability Change
6%
Preconsolidation Pressure
20%
Secondary Compression Index
6%
Shear Strength
6%
Silt
40%
Soft Clay
40%
Strength in Compression
6%
Surficial
6%
Triaxial Compression Test
6%
Undrained Shear Strength
13%
Vane Shear Strength
6%
Void Fraction
6%
Young's Modulus
6%
Earth and Planetary Sciences
Compressibility
50%
Earth Pressure
16%
Geotechnical Property
100%
Shear Strength
66%
Soft Clay
100%
State of the Art
16%
Void Ratio
16%
Engineering
Block Sample
6%
Compressibility
20%
Compression Index
20%
Compression Test
6%
Engineering Property
100%
Fibrous Peat
100%
Field Data
6%
Friction Angle
6%
Index Change
6%
Peat Deposit
26%
Preconsolidation Pressure
20%
Secondary Compression
6%
Shear Strength
13%
Undrained Shear Strength
13%
Young's Modulus
6%
Material Science
Fibrous Material
16%