Tutorial 1: Cantilevered Retaining Wall
Example 17.1 - Principles of Foundation Engineering. Braja Das.
Calculate the safety factors for overturning, sliding, and bearing capacity of the retaining wall shown in the photo.
Getting Started
Section titled “Getting Started”Whether you’re in My Workspace or at a project work location, go to the App.

In the left panel, locate the Models list and click the New Model button to open the menu. Next, select Retaining Wall and choose the Cantilever Wall template.

Type of analysis
Section titled “Type of analysis”- In the right-hand panel, locate the Analysis Type section and make sure the Block by Block option is disabled.

Foundation soil
Section titled “Foundation soil”- In the Soil Foundation section, activate the Include passive soil thrust (for sliding only) option. Next, enter the values for Cohesion, Fraction Angle, Unit Weight, and Foundation Depth.

Backfill
Section titled “Backfill”- In the Fill section, enter the values for Surface Angle and Water Table Level.

- Expand Layer 1 by clicking on it, then enter the values for Cohesion, Angle of friction, Unit weight, Saturated unit weight, and Thickness. Choose a Color for the floor and click the button to save the changes.

Structure
Section titled “Structure”In the Structure section, enter the unit weight of the structure material (e.g., concrete).

No additional structural elements are needed. Expand Element 1 by clicking on it, select Trapezoid as the Geometry, and enter the values for Major Base, Minor Base, Height, Internal Wall Angle, and Offset. Click the button to save the changes. Repeat the process for Element 2, which is a rectangle.

Results
Section titled “Results”Once all parameters have been set, verify that the structure looks as expected.

Click the icon at the top of the right panel to run the model.

The Results tab will be activated and will display the results of the analysis.

Verification
Section titled “Verification”Below is a summary of the key variables and their expected versus obtained values.
| Variable | Expected value | Value obtained |
|---|---|---|
| Active earth pressure | 161.2 kN | 161.20 kN |
| Passive earth pressure | 215 kN | 214.97 kN |
| Overturning safety factor | 2.98 | 2.98 |
| Sliding safety factor | 2.73 | 2.73 |
| Safety factor for load-bearing capacity | 3.0 | 2.93 |
The difference in the Safety Factor for Bearing Capacity is due to the fact that the book calculates with instead of , which is not recommended according to its own judgment expressed in chapter 6.11.
References
Section titled “References”- Das, B. M., & Sivakugan, N. (2018). Principles of Foundation Engineering.

