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Soft Clay (Matlock).

API Smooth Clay With User-defined J.

Sand (Reese | API).

Liquified sand (Rollins | Hybrid Model).

Silt (Cemented c-П†).

Stiff Clay with or without free-water (Reese).

Modified Stiff Clay without free-water.

Poor rock (Reese).

Strong stone (Vuggy Limestone).

Significant Rock.

Piedmont Residual.

Loess.

Elastic Subgrade.

User-input curves that are p-y.

Pile Sections

The consumer may determine as much as 10 stack sections with nonlinear bending properties. This enables a designer to look at results from state cutting down an element of the steel that is reinforcing the low parts of a drilled shaft. Big selection of integrated and cross that is configurable (variable with level as necessary) such as for instance:

Elastic

Rectangular Concrete

Round concrete shaft with or without casing

AISC Steel part from built-in collection

User-defined bending section that is nonlinear

Metal Pipe

Elatic area with certain minute capacity

Metal H Section (strong or axis that is weak

Round or Square prestressed tangible with or without void

Octagonal prestressed tangible with or without void

Piles Design Optimization

Model heaps as either straight or battered and consider sloping ground areas by adjusting interior modification facets.

A few heap lengths can be automatically examined by the scheduled system to be able to assist the user create a design having an optimum pile penetration. For this function, users can measure the bend of pile-head deflections versus pile length.

An individual might take notice of the nonlinear values for the foundation tightness matrix.

Users may input load that is lateral outcomes for direct graphical comparison to computed stack response from LPILE. This really is ideal for calibrating input properties to optimize stack designs.