Nonlinear Soil Dynamics
Dear all,
Hello,
I have a question about the parametric assumptions in soil domain modeling and analysis.
How can parameters Poisson's Ratio and Relative Density become important in the nonlinear soil behavior??
and is it reasonable to define a relation between soil maximum shear modulus (G0) and soil friction angle through the soil backbone curve and Mohr-coulomb theory??
I'm willingly waiting for your opinions,
thanks.
Soil Mechanics / Geotechnical
Analysis
Geotechnical Investigations & In-Situ Testing
Design
Shallow Foundations