<?xml version="1.0"?><Project><Version> 1.000 </Version><JobTitle>PLANE - Planar Wedge Stability Analysis</JobTitle><UnitSystem>1</UnitSystem><AnalysisType> 1 </AnalysisType><Geometry>
<Slope>
<dip>70.</dip>
<height>10.</height>
<unitweight>2.6</unitweight>
</Slope>
<FailurePlane>
<dip>35.</dip>
<waviness>0.</waviness>
</FailurePlane>
<TensionCrackFlag>1</TensionCrackFlag>
<TensionCrack>
<dip>90.</dip>
<location>1</location>
<dcrest>7.</dcrest>
</TensionCrack>
<Bench>
<dip>0.</dip>
<widthFlag>0</widthFlag>
</Bench>
</Geometry>
<Strength>
<ShearStrengthModel>0</ShearStrengthModel>
<cohesion>1.</cohesion>
<friction_angle>30.</friction_angle>
</Strength>
<Forces>
<WaterPressureFlag>1</WaterPressureFlag>
<WaterPressure>
<unitweight>1.</unitweight>
<PressureDistributionModel>2</PressureDistributionModel>
<IgnoreFP>0</IgnoreFP>
<percentfilled>100.</percentfilled>
</WaterPressure>
<SeismicFlag>0</SeismicFlag>
<ExternalForces>
<number>0</number>
</ExternalForces>
</Forces>
<bolts>
<number>1</number>
<bolt>
<model>0</model>
<length>10.</length>
<anchored_length>2.31978676378314</anchored_length>
<bx>0.</bx>
<by>2.465878149004813</by>
<bz>4.976181927678855</bz>
<ex>0.</ex>
<ey>3.337435576481396</ey>
<ez>-4.9857650532386</ez>
<capacity>11.276</capacity>
<pretension>0.</pretension>
<selected>0</selected>
</bolt>
</bolts>
</Project>