Clay (Foundation)

 

 

Enter the input data for Clay material model.

Applicable Modules:

Ground image233.gif

Slope image234.gif

Soft Ground image237.gif

Foundation foundation.gif

Seepage image235.gif

Dynamic image238.gif

 

 

 

clay_(foundn).gif

 

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.

 

Additional Parameters

p-y Analysis

Material Type

Soft Clay

Stiff Clay

 

Initial Hori. Subgrade Reaction (Kh)

Strain at 50% Stress

Unit Ultimate Skin Friction

Unit Ultimate Bearing Capacity

 

Elastic Analysis

Mean Hori. Subgrade Reaction (Kh)