Cut Stability Analysis

Learn the ZSoil modelling workflow through the stability analysis of a 4 m-high cut. This tutorial introduces the graphical preprocessor, macro-modelling with semi-automatic meshing, analysis settings and the postprocessor.

Model: 2D plane strain · Data file: tutorials/cut.inp · Videos: 8

Geometry & Project Setup

Define the cut geometry and select the analysis type.

Engineering drawing of the 4 m-high cut used in the stability tutorial.
Geometry of the tutorial model.

Choose File → New. In the project-preselection dialog, enable Plane strain and select Deformation as the problem type.

Project-preselection dialog for the plane-strain deformation model.
Project settings shown in the original tutorial.

Material Properties

Represent the soil with a single Mohr–Coulomb elastic–perfectly plastic material.

Open Assembly → Materials and enter the properties shown in the table.

Material 1: soil · Mohr–Coulomb model
Data group Property Unit Value
Elastic Young’s modulus, E [kN/m2] 40 000
Poisson’s ratio, 𝜈 — 0.3
Density Unit weight, 𝛾 [kN/m3] 19
Non-linear Friction angle, 𝜙 [°] 30
Dilatancy angle, 𝜓 [°] 0
Cohesion, c [kN/m2] 16
Rankine cut-off — OFF
Dilatancy cut-off — OFF

Stability Analysis

Configure the strength-reduction procedure and its safety-factor increments.

Open Control → Analysis & drivers. For this example, replace the default Initial state driver with Stability and select the tan(φ)–c reduction algorithm. Set the initial and final safety factors and the increment, then confirm with Modify.

The example starts at a safety factor of 1.00 and increases it by 0.05. Follow the computation through the successive reduction steps and examine the results.

Analysis and drivers dialog showing the stability-analysis settings.
Strength-reduction settings shown in the original tutorial.

Step-by-Step Videos

Follow the complete sequence, from creating the project to viewing the results.

The screenshots and videos show the interface used in the original tutorial; menu names and appearance may differ in newer versions.

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