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This code serves as a supplementary resource for the paper titled "Limit-state solutions for the active earth pressure behind walls rotating about the base", authored by D. Perozzi and A. M. Puzrin, and submitted to Géotechnique.

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Determining the Active Earth Pressure on Retaining Walls: A Limit Analysis-Based Tool

Table of Contents

  1. Introduction
  2. Prerequisites
  3. Installation
  4. Usage
  5. Important note
  6. License and Copyright

Introduction

This code serves as a supplementary resource for the paper titled "Limit-state solutions for the active earth pressure behind walls rotating about the base", authored by D. Perozzi and A. M. Puzrin, and submitted to Géotechnique. The project focuses on solving the active earth pressure problem on a wall rotating about its foot (although a horizontal translation can also be considered) using the kinematic solution of limit analysis. The code aims to help researchers and practitioners understand and apply the methodologiesdescribed in the paper more effectively. Also, this code allows to calculate an approximate static solution (based on Lancellotta's original solution) to the same problem.

The code is modular, and additional mechanisms could be added in mechanisms.py, by combining the base elements (triangular block and logarithmic spiral sector) formulated in elements.py. These elements can also be used to solve any other limit analysis problem, such as the bearing capacity of strip foundations or the passive earth pressure.

For the latest updates and possible newer versions of this code, please visit the active-earth-pressure repository on GitHub.

Prerequisites

Before you begin, ensure you have met the following requirements:

Option 1: Python Environment

  • Python 3.x installed. You can download it from python.org.

Option 2: Docker

  • Docker installed. You can download it from docker.com.

Choose one of the above options to proceed with the installation.

Installation

Step-by-step guide on setting up your project:

git clone https://github.com/dperozzi/active-earth-pressure.git

cd active-earth-pressure

Then, if you have a working python environment:

# Install dependencies
pip install .

If you have Docker:

docker build -t earth_pressure .

docker run -p 8888:8888 earth_pressure

Usage

Starting the Jupyter Lab Session:

Upon starting the Docker container, a Jupyter Lab session will be initiated automatically. To access it, refer to the console output for the access link provided when you run the container. This link will direct you to the Jupyter Lab interface in your web browser.

If you are not using docker, just open a terminal window and start jupyter by typing the command

jupyter lab

For an example usage, refer to the files calculate_earth_pressure.ipynb and earth_pressure_paper.ipynb

To calculate the earth pressure coefficients, you can open the file calculate_earth_pressure.ipynb in jupyter lab.

Important note

The code follows the sign conventions and parameter definitions set forth in the paper by Perozzi and Puzrin (2023), with one notable exception concerning the sign convention for the wall inclination, denoted as alpha. In the modules of this code, opposite signs are used for alpha compared to the paper's convention. This discrepancy has been addressed and corrected in the notebooks calculate_earth_pressure.ipynb and earth_pressure_paper.ipynb, where the sign convention aligns with that used in the paper.

License and Copyright

Copyright (c) 2023. ETH Zurich, David Perozzi; D-BAUG; Institute for Geotechnical Engineering; Chair of Geomechanics and Geosystems Engineering.

This project is licensed under the GNU General Public License v3.0 - see the LICENSE file for details.

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This code serves as a supplementary resource for the paper titled "Limit-state solutions for the active earth pressure behind walls rotating about the base", authored by D. Perozzi and A. M. Puzrin, and submitted to Géotechnique.

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