GEOTECHNICAL DESIGN

E01-Generalised-slope-analysis

BISHOP SLOPE

Evaluate the stability of generalised soil slopes with the Bishop’s Modified Method Geotechnical

The Bishop Slope module is used to evaluate the stability of soil slopes. Run deterministic or probabilistic analyses of soil slopes considering circular slip surfaces.

e01-bishop-slope

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Circular slip surfaces
  • Detailed calculations
non-circular-slip

NON-CIRCULAR SLIP

Evaluate stability of non-circular slopes Geotechnical

Run deterministic or probabilistic analyses of soil slopes considering non-circular slip surfaces.

e02-non-circular-slip

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Non-Circular slip surfaces
  • Detailed calculations
wedge-analysis

WEDGE ANALYSIS

Determine the factor of safety of a tetrahedral wedge that may form in a rock slope Geotechnical

Evaluate the stability of tetrahedral wedges in rock slopes. Probabilistic and deterministic modes are available.

e03-wedge-analysis 

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Non-Circular slip surfaces
  • Detailed calculations
E01-Generalised-slope-analysis

ROCK SLOPE

Determine the factor of safety of a planar failure in rock Geotechnical

Evaluate the stability where cut slopes are intersected by a planar discontinuity.

e04-rock-slope

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What makes this module unique?

  • Detailed calculations
bearing-capacity

BEARING CAPACITY

Evaluate the ultimate bearing capacity of shallow foundations. Geotechnical

Evaluates the ultimate bearing capacity of shallow foundations. The foundation may be circular, square, or rectangular. The base and the external ground slope may be angled, and the forces and moments imposed on the base may come from any direction. Both drained and undrained conditions are evaluated.

e11-bearing-capacity

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What makes this module unique?

  • Various foundation shapes
  • Drained and undrained conditions are supported
  • Detailed calculations
jointed-rock-masses

JOINTED ROCK MASSES

Evaluate a non-linear shear strength envelope for a range of input parameters Geotechnical

Evaluates the non-linear shear strength envelope for a range of input parameters. Output may consist of instantaneous cohesion and friction values or the actual shear strength for a given normal stress. Deterministic and probabilistic modes are supported.

e12-jointed-rock-masses

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Detailed calculations

ROCK ROUGH JOINTS

Evaluate the shear strength failure envelope for rough joints in rock Geotechnical

Evaluate the shear strength failure envelope for rough joints in rock. The analysis may be performed in deterministic or probabilistic mode. In probabilistic mode the range of input parameters are generated using simulation techniques to generate a probability density distribution of the output shear strength.

e13-rock-rough-joints

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Detailed calculations

PILE BEARING

Calculate the bearing capacity and design reinforced concrete piles Geotechnical

Calculate the bearing capacity of and design reinforced concreted piles. The capacity calculations consider the effects of pile length and diameter, installation type and soil conditions.

e14-pile-bearing

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What makes this module unique?

  • Deterministic and probabilistic analysis
  • Tetrahedral wedges in rock slopes
  • Detailed calculations