[Geoqus] Far Field Stresses
Manooch Salehabadi
Manooch.Salehabadi at pet.hw.ac.uk
Tue Mar 27 22:52:15 CEST 2007
Dear All,
hi and sorry for this simple question , i am just a beginner with ABAQUS.
i am trying to model a bore hole in mohr coulomb media (rock) with plain strain element CPE8RP, but i do not know how
to include far field stress in the model?
i have used simple hollow cylindrical model with loading as following to simulate far field stresses:
*Step, name="Equilibrium Step", nlgeom=YES
*Soils, consolidation, end=PERIOD, utol=10., creep=none
100., 14400., 0.144, 14400.,
** LOADS
**
** Name: Far Field Stress Type: Pressure
*Dsload
"Outer Boundary Surface", P, 24.
** Name: Mud Pressure-surface Type: Pressure
*Dsload
"wellbore Face", P, 20.
**
unit is in MPa , i considered 24 Mpa as far field stress and 20 Mpa as borehole pressure ,also i have considered
18 Mpa as an initial pore pressure , but i didnot get reasonable results.!
i will be much appreciated for any comments.
Regards
Manooch
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