<?xml version="1.0"?><Project><Version> 1.000 </Version><JobTitle>RocPlane - Planar Wedge Stability Analysis</JobTitle><UnitSystem>1</UnitSystem><AnalysisType> 2 </AnalysisType><Slope>
<dip>
<MeanValue>50.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>2.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</dip>
<height>
<MeanValue>60.</MeanValue>
<StatisticalDistribution>3</StatisticalDistribution>
<RelativeMinimum>1.</RelativeMinimum>
<RelativeMaximum>1.</RelativeMaximum>
</height>
<unitweight>
<MeanValue>2.7</MeanValue>
<StatisticalDistribution>4</StatisticalDistribution>
<RelativeMinimum>0.5</RelativeMinimum>
<RelativeMaximum>0.5</RelativeMaximum>
</unitweight>
</Slope>
<Bench>
<dip>
<MeanValue>10.</MeanValue>
<StatisticalDistribution>7</StatisticalDistribution>
<StandardDeviation>2.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</dip>
<widthFlag>1</widthFlag>
<width>
<MeanValue>30.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>1.</StandardDeviation>
<RelativeMinimum>4.</RelativeMinimum>
<RelativeMaximum>3.</RelativeMaximum>
</width>
</Bench>
<Plane>
<dip>
<MeanValue>35.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>2.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</dip>
<Waviness>
<MeanValue>5.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>1.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>4.</RelativeMaximum>
</Waviness>
</Plane>
<Strength>
<ShearStrengthModel>0</ShearStrengthModel>
<friction_angle>
<MeanValue>35.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>3.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</friction_angle>
<cohesion>
<MeanValue>10.</MeanValue>
<StatisticalDistribution>3</StatisticalDistribution>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</cohesion>
<CorrelationFlag>1</CorrelationFlag>
<CorrelationCoefficient>-0.5</CorrelationCoefficient>
</Strength>
<TensionCrackFlag>1</TensionCrackFlag>
<TensionCrack>
<location>1</location>
<dip>
<MeanValue>90.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>5.</StandardDeviation>
<RelativeMinimum>30.</RelativeMinimum>
<RelativeMaximum>30.</RelativeMaximum>
</dip>
<DistanceFromCrest>
<MeanValue>20.</MeanValue>
<StatisticalDistribution>2</StatisticalDistribution>
<StandardDeviation>2.</StandardDeviation>
<RelativeMinimum>5.</RelativeMinimum>
<RelativeMaximum>5.</RelativeMaximum>
</DistanceFromCrest>
</TensionCrack>
<WaterPressureFlag>1</WaterPressureFlag>
<WaterPressure>
<unitweight>1.</unitweight>
<PressureDistributionModel>0</PressureDistributionModel>
<IgnoreFP>1</IgnoreFP>
<percent_filled>
<MeanValue>20.</MeanValue>
<StatisticalDistribution>6</StatisticalDistribution>
<RelativeMinimum>20.</RelativeMinimum>
<RelativeMaximum>80.</RelativeMaximum>
</percent_filled>
</WaterPressure>
<SeismicFlag>1</SeismicFlag>
<Seismic>
<type>1</type>
<SeismicCoefficient>
<MeanValue>0.11</MeanValue>
<StatisticalDistribution>3</StatisticalDistribution>
<RelativeMinimum>5.e-002</RelativeMinimum>
<RelativeMaximum>6.e-002</RelativeMaximum>
</SeismicCoefficient>
<Plunge>
<MeanValue>0.</MeanValue>
<StatisticalDistribution>4</StatisticalDistribution>
<RelativeMinimum>10.</RelativeMinimum>
<RelativeMaximum>12.</RelativeMaximum>
</Plunge>
</Seismic>
<Forces>
<number>2</number>
<ExternalForce>
<plunge>45.</plunge>
<force>100.</force>
</ExternalForce>
<ExternalForce>
<plunge>90.</plunge>
<force>200.</force>
</ExternalForce>
</Forces>
<Sampling>
<method>2</method>
<NumberOfSamples>1000</NumberOfSamples>
<PseudoRandomSampling>1</PseudoRandomSampling>
</Sampling>
<bolts>
<number>1</number>
<bolt>
<model>1</model>
<length>60.</length>
<anchored_length>31.0319704219478</anchored_length>
<bx>0.</bx>
<by>14.464380412891</by>
<bz>18.95976490263421</bz>
<ex>0.</ex>
<ey>21.77654101719987</ey>
<ez>-40.59300419584511</ez>
<capacity>200.</capacity>
<pretension>0.</pretension>
<selected>0</selected>
</bolt>
</bolts>
</Project>