Layer shear strength evaluation parameters. This class contains layer properties useful for the shear strength evaluation.
#include <StabilityAlgorithms.h>
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| double | Sig_c2 |
| | Element shear strength (kPa)
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| double | strength_upper |
| | Shear strength of adjacent upper element.
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| double | phi |
| | Correction to normal load.
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| double | sig_n |
| | Normal load on upper element node, perpendicular to slope.
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| double | sig_s |
| | Shear stress on upper element node, parallel to slope.
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| double | alpha_max_rad |
| | Angle from snow surface to peak shear stress, 54.3 at 38 deg.
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| double | psi_ref |
| | Reference slope angle in radian, corresponds usually to 38 deg.
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| double | cos_psi_ref |
| | Cosine of psi_ref.
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| double | sin_psi_ref |
| | Sine of psi_ref.
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◆ StabilityData()
| StabilityData::StabilityData |
( |
const double & |
i_psi_ref | ) |
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inline |
StabilityData constructor.
- Parameters
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| i_psi_ref | slope angle to use for the stability evaluation (in degrees) |
- Note
- alpha_max(38.) = 54.3 deg (J. Schweizer, IB 712, SLF)
◆ alpha_max_rad
| double StabilityData::alpha_max_rad |
Angle from snow surface to peak shear stress, 54.3 at 38 deg.
◆ cos_psi_ref
| double StabilityData::cos_psi_ref |
◆ phi
| double StabilityData::phi |
Correction to normal load.
◆ psi_ref
| double StabilityData::psi_ref |
Reference slope angle in radian, corresponds usually to 38 deg.
◆ Sig_c2
| double StabilityData::Sig_c2 |
Element shear strength (kPa)
◆ sig_n
| double StabilityData::sig_n |
Normal load on upper element node, perpendicular to slope.
◆ sig_s
| double StabilityData::sig_s |
Shear stress on upper element node, parallel to slope.
◆ sin_psi_ref
| double StabilityData::sin_psi_ref |
◆ strength_upper
| double StabilityData::strength_upper |
Shear strength of adjacent upper element.
The documentation for this class was generated from the following file: