
General Parameters
Modulus
of Elasticity (E)
The slope of
the stress-strain line for a linear isotropic material.
Unit Weight (Υt)
The weight of soil per unit volume.
Saturated Unit
Weight (Υsat)
The weight of saturated soil per
unit volume.
Cohesion (c)
It is a measure of the forces that
cement particles of soil.
Internal Friction
Angle (Φ)
It is a measure of the shear strength
of soils due to friction.
Additional
Parameters
p-y
Analysis
Material Type
Silt
Initial Hori. Subgrade Reaction (Kh)
Strain at 50% Stress
Unit Ultimate Skin Friction
Unit Ultimate Bearing Capacity
Elastic
Analysis
Mean Hori. Subgrade Reaction (Kh)
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