.
This method does not create separate degrees of freedom for the pore pressure,
though it can be used in combination with mixture elements
[Vol. Analysis Procedures].
Note that the drained compression modulus is derived from the specified constant
Young's modulus and the Poisson's ratio.
Therefore, in case of nonlinear elasticity,
you should use this option with care.
Also note that the theoretical formula
pe = -   |
(9.7) |
with n
the porosity,
is not applied because DIANA uses the fluid compression modulus
only as a numerical artifice which value should be
just sufficiently larger than the drained compression modulus.
(syntax)
- UNDRAI
-
If this term is specified, DIANA uses the undrained model.
Value fac is the incompressibility penalty factor, i.e., the
multiplication factor for the drained compression modulus:
Kf = fac x KD
. [fac = 500]
To switch to drained behavior for subsequent load steps in a
nonlinear analysis,
you should issue the DRAINE command
in the PHYSIC command block for step execution
[Vol. Analysis Procedures].
For a new undrained phase in a phased analysis,
you could also initialize the nonlinear analysis
with the DRAINE command in the PHYSIC command block.
- NUMBKF
-
bulkf is the fluid bulk modulus
Kf
.
During the evaluation of the elements and their properties,
DIANA determines the bulk modulus or,
if you don't specify fac, takes it from the input bulkf.
If you specify both fac and bulkf then DIANA will
overrule the specified bulk modulus and give a warning message.
Next: 9.7 Liquefaction
Up: 9.6 Soil Behavior
Previous: 9.6.2 Initial Stress Ratio
Contents
Index
DIANA-9.3 User's Manual - Material Library
First ed.
Copyright (c) 2008 by TNO DIANA BV.