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'#