Homogeneous Embankment Dam Analysis (Part 2 of 3)

This tutorial series shows you how to calculate the total and effective stresses and water flow in a homogeneous embankment dam. This FLAC 8.1 tutorial demonstrates how to conduct a steady-state seepage analysis to calculate the pore water pressures in the embankment due to the reservoir. This is part two of a three part tutorial series.

TUTORIAL FILES

Download the project and grid files used in this tutorial:

Embankment Tutorial (2 of 3) (zip | 3 kb)


Tutorial - Part 1 | Tutorial - Part 2 | Tutorial - Part 3

Latest News
  • Itasca Software now Available for Linux Version 7 or greater of Itasca software (FLAC3D, 3DEC, PFC3D, and PFC2D) are now operable...
    Read More
  • Itasca Celebrates 40 Years Itasca is celebrating 40 years of solving geomechanical and hydrogeological challenges through engineering and computer...
    Read More
  • Introducing Our New IMASS Constitutive Model The Itasca Constitutive Model for Advanced Strain Softening (IMASS) has been developed to represent the...
    Read More

Upcoming Events
7 Mar
FLAC 2021 Online, Live Introductory Training
... Read More
21 Mar
FLAC3D 2021 Online, Live Introductory Training
... Read More
4 Apr
PFC 2021 Online, Live Introductory Training copy
... Read More