A permeability model for the excavation damage zone #149
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norihiro-w
reviewed
Jul 30, 2019
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| # Get all files in the sub-directory | ||
| FILE(GLOB MAT_SOLID_H RELATIVE ${CMAKE_CURRENT_SOURCE_DIR} Material/Solid/*.h) |
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why not move Material dir out of FEM dir?
norihiro-w
reviewed
Jul 30, 2019
| * | ||
| */ | ||
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| #pragma once |
norihiro-w
reviewed
Jul 30, 2019
| //---------------------------------------------------------------------- | ||
| ScreenMessage("MMPRead ... ");; | ||
| ScreenMessage("MMPRead ... "); | ||
| ; |
Contributor
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please delete this empty line
norihiro-w
reviewed
Jul 30, 2019
| break; | ||
| } | ||
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| if (_damage_zone_permeability == NULL) |
Contributor
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To make it easier to add new cases, I suggest writing the lines as
if (_damage_zone_permeability != NULL)
{
...
}
norihiro-w
reviewed
Jul 30, 2019
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| namespace SolidProp | ||
| { | ||
| class MohrCoulombFailureCriterion |
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i think WX has already implemented MohrCoulomb stuff. Isn't it possible to reuse it?
Member
Author
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@norihiro-w Thanks. I will revise it later on. |
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See the attached documentation
PermeabilityDamageZone.pdf