Embankment Loading on a Cam-Clay Foundation

Software

Version Notes:
FLAC 8.0

Level: Beginner
Runs in Demo: Yes

Write Up
Walk Through
Project Files
Consulting Services

The response of a saturated soil foundation to an embankment load is studied with FLAC. The soil behavior is represented by a Cam-clay material model. The pore pressure build up and dissipation in the foundation soil and the settlement beneath the embankment are calculated during undrained and drained loading. This is a fully coupled mechanical-fluid flow calculation.

Keywords:

  • Saturated soil
  • fluid flow coupling
  • Drained and undrained responses
  • Embarkment settlement
  • Cam-Clay model

Materials:

  • Soil
  • Water

Analyses:

  • Fluid Flow
  • Static
Latest News
  • Itasca at Balkanmine 2025! Itasca is pleased to announce its participation in the Balkanmine 2025 Conference. Our experts Lauriane...
    Read More
  • Summer Intern Spotlight ITASCA Minneapolis had another group of excellent summer interns this year across our consulting, software,...
    Read More
  • Seamless Integration of Site Data for Improved Mining Analysis Now Available for IMAT: Seamless Integration of Site Data for Improved Mining Analysis...
    Read More

Upcoming Events
14 Oct
Getting Started with 3DEC
Live Online Introductory Training Course. October 14-15, 2025... Read More
2 Dec
NEW TRAINING: Meshing in ITASCA Software
This introductory training course offers a comprehensive foundation in geotechnical modeling, enabling participants to identify various... Read More