What's FAD TOOLS?

Fad Tools is a collection of three foundation design modules used to design and analyze foundations for transmission line structures.

Each module is based on a semi-empirical models developed from full-scale foundation tests and calibrated for Reliability Based Design (RBD).

MFAD (Moment Foundation Analysis and Design)

  • MFAD designs and analyzes drilled shaft and direct embedded pole foundations subject to high overturning loads (moment and horizontal shear) and axial loads. Overturning loads are resisted by a combination of lateral pressure, vertical shear forces, base shear and moment.
  • MFAD uses a Load Resistance Foundation Design (LRFD) method and models multi‐layered soil and rock subsurface conditions.
  • MFAD uses a four spring model to resist the applied loading.
  • MFAD springs can be turned on/off to model various soil–structure interaction conditions.
  • MFAD results include nominal and design capacities.
  • MFAD includes performance criteria for total rotation and deflection and non‐recoverable rotation and deflection.
  • MFAD is calibrated with full‐scale load test of both direct embedded pole and drilled shaft foundations.
MFAD Moment Foundation Analysis and Design

Drilled Shaft Model:

  • Four‐spring load‐deflection model
  • Up to 9 design load cases
  • Models soil‐structure interaction in soil and rock subsurface profiles
  • Option for steel and reinforcement design for drilled shaft foundations

Direct Embedment Model:

  • Two‐spring load‐deflection model
  • Up to 9 design load cases
  • Models soil‐structure interaction in soil and rock subsurface profiles
  • Option for concrete or soil backfill material

HFAD (H-frame Foundation Analysis and Design)

  • HFAD designs and analyze drilled shaft and direct embedded foundations for H‐frame steel pole structures.
  • HFAD models a foundation subjected to a combination of overturning loads (moment and horizontal shear) and uplift compression or shear loads.
  • HFAD uses a Load Resistance Foundation Design (LRFD) method and models multi‐layered soil and rock subsurface conditions.
  • HFAD results include nominal and design capacity.
MFAD Moment Foundation Analysis and Design

Drilled Shaft Model:

  • Lateral spring resists moment and shear loads
  • Cylindrical shear resists uplift loads
  • Cylindrical shear and bearing capacity resist compression loads
  • Models soil‐structure interaction in soil and rock subsurface profiles
  • Option for steel and reinforcement design for drilled shaft foundations

Direct Embedment Model:

  • Lateral spring resists moment and shear loads
  • Cylindrical shear resists uplift loads
  • Cylindrical shear resists compression loads
  • Models soil‐structure interaction in soil and rock subsurface profiles
  • Option for concrete or soil backfill material

TFAD (Tower Foundation Analysis and Design)

  • TFAD designs drilled shaft foundations for lattice tower structure legs.
  • TFAD models a foundation subjected to a combination of horizontal shear under uplift or compression loads.
  • TFAD uses a Load Resistance Foundation Design (LRFD) method and models multi‐layered soil and rock subsurface conditions.
  • TFAD results include nominal and design capacity.
  • The TFAD cylindrical shear model is calibrated with full-scale Uplift load tests.
MFAD Moment Foundation Analysis and Design

Drilled Shaft Model:

  • Lateral spring resists normal and shear loads
  • Cylindrical shear resists uplift loads
  • Cylindrical shear and bearing capacity resist compression loads
  • Models soil‐structure interaction in both soil and rock subsurface conditions
  • Option for steel and reinforcement design