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Technical Specifications

Axial Capacity of Driven Piles

  • Adhesion types
    • Adhesion for cohesive soils
    • Piles driven through soft clay
    • Piles driven through overlying
    • Sands or sandy gravel
    • Piles without different strata
    • User-defined adhesion
  • Calculated capacities
    • Restrike, driving, ultimate
  • Design considerations
    • Long and short-term scour
    • Soft compressible soils
    • Negative skin friction
  • Non-tapered pile types
    • Pipe—open and closed end
    • Concrete
    • H-Pile
  • Soil materials
    • Cohesive / cohesionless
  • Tapered pile types
    • Timber
    • Raymond uniform taper
    • Monotube

Axially Loaded Piles

  • Axial resistance analysis
    • Max allowable axial displacement
    • Ultimate axial resistance
  • Pile top loading
    • Axial
  • Pile Types
    • Cylindrical
    • Rectangular
    • Pipe
    • Common sections
    • Tapered or non-tapered
    • Reinforced concrete
    • Prestressed concrete
    • Elastic or plastic
  • Soil materials
    • Elastic
    • API sand
    • API clay
    • User-defined
    • Drilled clay
    • Drilled sand
    • Coyle Reese Clay (driven)
    • Mosher Sand

Laterally Loaded Piles

  • Additional loading
    • Loading by lateral soil movement
    • Transition zone for sliding soil in lateral resistance function
    • Lateral resistance function (multiple soil movement cases)
  • Advanced computation options
    • Stiffness matrix calculator
    • Pushover analysis
    • Pile length vs top deflection
  • Group analysis
    • Cap designer
    • Radial, rectangular, custom patterns
  • Pile toe loading
    • Shear resistance
    • Lateral resistance analysis
    • Max allowable lateral displacement
    • Ultimate lateral resistance
  • Pile top loading
    • Moment in X and Y
    • Shear in X and Y
    • Slope in X and Y
    • Rotational stiffness in X and Y
    • Deflection in X and Y
    • Axial load
    • Define any combination of loading
    • LRFD combinations
  • Pile types
    • Cylindrical
    • Rectangular
    • Pipe
    • Typical sections
    • Elastic and plastic
    • Reinforced concrete
    • Prestressed concrete
    • Pile with casing/core
    • Tapered or non-tapered
  • Soil materials
    • Elastic
    • Soft clay soil
    • Submerged stiff clay
    • Dry stiff clay
    • Sand
    • Weak rock
    • User-defined
    • API method for sand
    • Loess
    • Liquefied sand
    • Piedmont residual soils
    • Strong rock (vuggy limestone)
    • Modified stiff clay without free water
    • Silt (cemented C-Phi soil)
    • Soft clay with user defined J
    • Hybrid liquefied sand
    • Massive rock
  • Output
    • Displacement X and Y
    • Rotation X and Y
    • Beam shear force X and Y
    • Beam moment XY and YZ
    • Soil reaction force X and Y
    • Soil stiffness X and Y
    • P-Y curves with depth
    • Use any input parameters as random variables

Model Definition

  • Boreholes to define stratigraphy
  • Definition of multiple and pattern piles

Additional Features

  • Full 3D FEM pile engine
  • P-Y modification factors
  • T-Z modification factors
  • Q-Z modification factors
  • Static and cyclic loading options
  • Integration with Slide2
  • Export to Slide2
  • Export to Excel
  • Info Viewer
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