Journals
Publish with us
Publishing partnerships
About us
Blog
Mathematical Problems in Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Mathematical Problems in Engineering
/
2015
/
Article
/
Tab 1
/
Research Article
Derivation Method for the Foundation Boundaries of Hydraulic Numerical Simulation Models Based on the Elastic Boussinesq Solution
Table 1
FEM material parameters.
Area
Parameter
Deformation modulus (GPa)
Poisson’s ratio (
)
Density (kg/m
3
)
Dam concrete
21
0.167
2400
Foundation
26
0.2
2450