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
Vuggy
Limestone
Weak
Rock
Initial
Hori. Subgrade Reaction (Kh) (only for Weak
Rock)
Strain
at 50% Stress
Unit
Ultimate Skin Friction
Unit
Ultimate Bearing Capacity
Elastic
Analysis
Mean
Hori. Subgrade Reaction (Kh)
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