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
  • WEBINAR: Solving Geothermal Challenges with XSite Numerical Modeling ITASCA Software and Baker Hughes are hosting a collaborative webinar to demonstrate how combining advanced...
    Read More
  • Newsletter October 2023 ...
    Read More
  • Newsletter August 2023 ...
    Read More

Upcoming Events
11 Aug
ITASCA Joins Caving 2026 as a Main Sponsor
We are pleased to announce that ITASCA will be participating as a Main Sponsor in Caving 2026, the leading international conference ded... Read More
15 Sept
ITASCA at EUROCK 2026: Advancing Innovation in Rock Engineering
ITASCA is pleased to announce its participation in EUROCK 2026 – ISRM Regional Symposium, taking place from 15–19 September 2026 in Sko... Read More
20 Sept
ITASCA to Participate in CouFrac 2026
ITASCA will be participating in CouFrac 2026, taking place from 20–23 September 2026 in Uppsala, Sweden. The conference brings together... Read More