rocslope2.analysisResults.AnalysisResultsEnum module#
- class AnalysisResultsType(value, names=None, *values, module=None, qualname=None, type=None, start=1, boundary=None)#
Bases:
Enum- WEDGE = 'WEDGE'#
- PLANAR = 'PLANAR'#
- TOPPLING = 'TOPPLING'#
- class ResultColumn(value, names=None, *values, module=None, qualname=None, type=None, start=1, boundary=None)#
Bases:
Enum- ID = 'ID'#
- FACTOR_OF_SAFETY = 'Factor of Safety'#
- WEDGE_VOLUME = 'Wedge Volume'#
- WEDGE_WEIGHT = 'Wedge Weight'#
- WEDGE_HEIGHT = 'Wedge Height'#
- AREA_JOINT_1 = 'Area (Joint 1)'#
- AREA_JOINT_2 = 'Area (Joint 2)'#
- AREA_BASAL = 'Area (Basal)'#
- AREA_SLOPE_FACE = 'Area (Slope Face)'#
- AREA_UPPER_FACE = 'Area (Upper Face)'#
- AREA_TENSION_CRACK = 'Area (Tension Crack)'#
- SLOPE_HEIGHT = 'Slope Height'#
- SLOPE_ANGLE = 'Slope Angle'#
- UNIT_WEIGHT = 'Unit Weight'#
- BENCH_WIDTH = 'Bench Width'#
- BACKBREAK_DISTANCE = 'Backbreak Distance'#
- FORCE_JOINT_1 = 'Force (Joint 1)'#
- FORCE_JOINT_2 = 'Force (Joint 2)'#
- FORCE_BASAL = 'Force (Basal)'#
- STRESS_JOINT_1 = 'Stress (Joint 1)'#
- STRESS_JOINT_2 = 'Stress (Joint 2)'#
- STRESS_BASAL = 'Stress (Basal)'#
- STRENGTH_JOINT_1 = 'Strength (Joint 1)'#
- STRENGTH_JOINT_2 = 'Strength (Joint 2)'#
- STRENGTH_BASAL = 'Strength (Basal)'#
- DRIVING_FORCE = 'Driving Force'#
- RESISTING_FORCE = 'Resisting Force'#
- REQUIRED_SUPPORT_PRESSURE = 'Required Support Pressure'#
- SLIDING_DIRECTION_PLUNGE = 'Sliding Direction (Plunge)'#
- SLIDING_DIRECTION_TREND = 'Sliding Direction (Trend)'#
- LINE_OF_INTERSECTION_PLUNGE = 'Line Of Intersection (Plunge)'#
- LINE_OF_INTERSECTION_TREND = 'Line Of Intersection (Trend)'#
- LINE_OF_INTERSECTION_LENGTH = 'Line Of Intersection (Length)'#
- TRACE_LENGTH_JOINT_1 = 'Trace Length (Joint 1)'#
- TRACE_LENGTH_JOINT_2 = 'Trace Length (Joint 2)'#
- PERSISTENCE_JOINT_1 = 'Persistence (Joint 1)'#
- PERSISTENCE_JOINT_2 = 'Persistence (Joint 2)'#
- INTERSECTION_ANGLE_SLOPE_FACE_J1_J2 = 'Intersection Angle Slope Face (J1/J2)'#
- INTERSECTION_ANGLE_UPPER_FACE_J1_J2 = 'Intersection Angle Upper Face (J1/J2)'#
- INTERSECTION_ANGLE_SLOPE_FACE_J1_CREST = 'Intersection Angle Slope Face (J1/Crest)'#
- INTERSECTION_ANGLE_UPPER_FACE_J1_CREST = 'Intersection Angle Upper Face (J1/Crest)'#
- INTERSECTION_ANGLE_SLOPE_FACE_J2_CREST = 'Intersection Angle Slope Face (J2/Crest)'#
- INTERSECTION_ANGLE_UPPER_FACE_J2_CREST = 'Intersection Angle Upper Face (J2/Crest)'#
- JOINT_1_INFO = 'Joint 1 Info'#
- JOINT_2_INFO = 'Joint 2 Info'#
- BASAL_JOINT_INFO = 'Basal Joint Info'#
- FAILURE_PLANE_ANGLE = 'Failure Plane Angle'#
- UPPER_FACE_ANGLE = 'Upper Face Angle'#
- TENSION_CRACK_ANGLE = 'Tension Crack Angle'#
- WAVINESS = 'Waviness'#
- FAILURE_PLANE_LENGTH = 'Failure Plane Length'#
- SLOPE_LENGTH = 'Slope Length'#
- TENSION_CRACK_LENGTH = 'Tension Crack Length'#
- NORMAL_FORCE = 'Normal Force'#
- NORMAL_STRESS = 'Normal Stress'#
- SHEAR_STRENGTH = 'Shear Strength'#
- JOINT_INFO = 'Joint Info'#
- SUM_SLIDING_BLOCK_VOL = '∑ Sliding Block Vol.'#
- SUM_TOPPLING_BLOCK_VOL = '∑ Toppling Block Vol.'#
- SUM_FLEXURAL_BENDING_BLOCK_VOL = '∑ Flexural Bending Block Vol.'#
- SUM_SHEARING_BLOCK_VOL = '∑ Shearing Block Vol.'#
- SUM_STABLE_BLOCK_VOL = '∑ Stable Block Vol.'#
- SUM_FAILING_BLOCK_VOL = '∑ Failing Block Vol.'#
- SUM_BLOCK_VOL = '∑ Block Vol.'#
- SUM_FAILING_BLOCK_WT = '∑ Failing Block Wt.'#
- SUM_BLOCK_WT = '∑ Block Wt.'#
- OVERALL_BASE_INCLINATION = 'Overall Base Inclination'#