<?xml version="1.0" encoding="UTF-8" standalone="yes"?>
<!--Repute XML Project File-->
<!--XML format (c)2002-17 Geocentrix Ltd. All rights reserved-->
<Repute version="2.5" update="0" copyright="©2002-17 Geocentrix Ltd. All rights reserved" licence="RPT-0250-dc19-dcca-6918-Ent" xsi:noNamespaceSchemaLocation="http://www.geocentrix.co.uk/xml-schemas/Repute2.xsd" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
	<ProjectInfo>
		<ConstructionSites>
			<ConstructionSite>
				<Item.name>Site 1</Item.name>
				<Item.type>Construction Site</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<ConstructionSite.description>Single pile design to Eurocode 7</ConstructionSite.description>
				<ConstructionSite.project_id>03</ConstructionSite.project_id>
				<ConstructionSite.address/>
			</ConstructionSite>
		</ConstructionSites>
	</ProjectInfo>
	<Algorithms>
		<OptionAlgorithms>
			<Shrinkage>
				<Item.name>No skin friction</Item.name>
				<Item.type>Shrinkage</Item.type>
				<Item.notes>Ignore skin friction above water table</Item.notes>
				<Algorithm.reference/>
				<OptionAlgorithm.option number="0">Custom shrinkage</OptionAlgorithm.option>
				<Shrinkage.custom_depth value="1" units="m"/>
			</Shrinkage>
			<AlphaAlgorithm>
				<Item.name>Alpha in clay</Item.name>
				<Item.type>Alpha</Item.type>
				<Item.notes>From US Army Corps of Engineers</Item.notes>
				<Algorithm.reference/>
				<OptionAlgorithm.option number="0">Custom alpha</OptionAlgorithm.option>
				<AlphaAlgorithm.custom_alpha value="0.8" units=""/>
			</AlphaAlgorithm>
			<LateralEarthPressureCoefficient>
				<Item.name>Ks in sand</Item.name>
				<Item.type>Lateral earth pressure coefficient</Item.type>
				<Item.notes>= Nq/50</Item.notes>
				<Algorithm.reference/>
				<OptionAlgorithm.option number="0">Custom earth pressure coefficient</OptionAlgorithm.option>
				<LateralEarthPressureCoefficient.custom_kc value="1.59" units=""/>
				<LateralEarthPressureCoefficient.custom_kt value="0.5" units=""/>
			</LateralEarthPressureCoefficient>
			<WallFriction>
				<Item.name>Delta in sand</Item.name>
				<Item.type>Wall friction</Item.type>
				<Item.notes>= constant volume angle of shearing resistance</Item.notes>
				<Algorithm.reference/>
				<OptionAlgorithm.option number="0">Custom friction</OptionAlgorithm.option>
				<WallFriction.custom_friction value="33" units="°"/>
			</WallFriction>
			<BearingCapacityAlgorithm>
				<Item.name>Nq in sand</Item.name>
				<Item.type>Bearing capacity algorithm</Item.type>
				<Item.notes/>
				<Algorithm.reference/>
				<OptionAlgorithm.option number="5">Berezantzev</OptionAlgorithm.option>
			</BearingCapacityAlgorithm>
		</OptionAlgorithms>
	</Algorithms>
	<Materials>
		<Soils>
			<Clay>
				<Item.name>Soil 1</Item.name>
				<Item.type>Clay</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Soil.class_id>Cl</Soil.class_id>
				<Soil.state_id>-</Soil.state_id>
				<Soil.strict_validation flag="false"/>
				<Soil.weight value="18.5" units="kN/m³" condition="Dry"/>
				<Soil.weight value="18.5" units="kN/m³" condition="Wet"/>
				<Soil.anisotropy value="1" units=""/>
				<Soil.strength condition="Peak">
					<DrainedStrength.angle_of_shearing value="25" units="°"/>
					<DrainedStrength.cohesion value="0" units="kPa"/>
				</Soil.strength>
				<CohesiveSoil.strength>
					<UndrainedStrength.base_strength value="45" units="kPa"/>
					<UndrainedStrength.base_depth value="0" units="m"/>
					<UndrainedStrength.strength_increase value="0" units="kPa"/>
					<UndrainedStrength.depth_increase value="1" units="m"/>
				</CohesiveSoil.strength>
				<CohesiveSoil.fissured flag="false"/>
			</Clay>
			<Sand>
				<Item.name>Soil 2</Item.name>
				<Item.type>Sand</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Soil.class_id>Sa</Soil.class_id>
				<Soil.state_id>-</Soil.state_id>
				<Soil.strict_validation flag="false"/>
				<Soil.weight value="20" units="kN/m³" condition="Dry"/>
				<Soil.weight value="20" units="kN/m³" condition="Wet"/>
				<Soil.anisotropy value="1" units=""/>
				<Soil.strength condition="Peak">
					<DrainedStrength.angle_of_shearing value="36" units="°"/>
					<DrainedStrength.cohesion value="0" units="kPa"/>
				</Soil.strength>
			</Sand>
		</Soils>
		<Concretes>
			<GradeConcrete grade="C30/37">
				<Item.name>Concrete 1</Item.name>
				<Item.type>Grade Concrete</Item.type>
				<Item.notes>Eurocode 2 (EN1992: Design of concrete structures)</Item.notes>
				<ManMadeMaterial.density value="2549" units="kg/m³"/>
				<ManMadeMaterial.youngs_modulus value="32.8366" units="GPa"/>
				<ManMadeMaterial.poissons_ratio value="0.2" units=""/>
				<GradeConcrete.path>C:\ProgramData\Geocentrix\Repute\2.5\Materials\Concretes\C30-37.xml</GradeConcrete.path>
				<GradeConcrete.grade>C30/37</GradeConcrete.grade>
				<GradeConcrete.cube_strength value="37" units="MPa"/>
				<GradeConcrete.cylinder_strength value="30" units="MPa"/>
			</GradeConcrete>
		</Concretes>
	</Materials>
	<GeotechnicalConstituents>
		<Layers>
			<SoilLayer>
				<Item.name>Layer 1</Item.name>
				<Item.type>Soil Layer</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Layer.thickness value="8" units="m"/>
				<Layer.dip value="0" units="°"/>
				<SoilLayer.soil>Soil 1</SoilLayer.soil>
				<SoilLayer.dry flag="false"/>
				<SoilLayer.drained flag="false"/>
			</SoilLayer>
			<SoilLayer>
				<Item.name>Layer 2</Item.name>
				<Item.type>Soil Layer</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Layer.thickness value="5" units="m"/>
				<Layer.dip value="0" units="°"/>
				<SoilLayer.soil>Soil 2</SoilLayer.soil>
				<SoilLayer.dry flag="false"/>
				<SoilLayer.drained flag="true"/>
			</SoilLayer>
		</Layers>
		<WaterTables>
			<GroundWaterTable>
				<Item.name>Water Table 1</Item.name>
				<Item.type>Ground Water Table</Item.type>
				<Item.notes/>
				<SpaceItem.depth value="1" units="m"/>
				<SpaceItem.x value="-10" units="m"/>
				<SpaceItem.y value="-10" units="m"/>
				<WaterTable.density value="1000" units="kg/m³"/>
				<WaterTable.hydraulic_gradient value="9.80665" units="kN/m³"/>
				<GroundWaterTable.hydrostatic flag="true"/>
				<GroundWaterTable.isolated flag="false"/>
			</GroundWaterTable>
		</WaterTables>
		<Boreholes>
			<Borehole>
				<Item.name>Borehole 1</Item.name>
				<Item.type>Borehole</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<Borehole.no_of_layers number="2"/>
				<Borehole.length value="13" units="m"/>
				<Borehole.layer>Layer 1</Borehole.layer>
				<Borehole.layer>Layer 2</Borehole.layer>
			</Borehole>
		</Boreholes>
	</GeotechnicalConstituents>
	<StructuralElements>
		<PileFoundations>
			<SquarePile>
				<Item.name>Pile 1</Item.name>
				<Item.type>Square Pile</Item.type>
				<Item.notes/>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<PileFoundation.orientation value="0" units="°"/>
				<Pile.length value="10" units="m"/>
				<Pile.x_rake value="-0" units="°"/>
				<Pile.y_rake value="-0" units="°"/>
				<Pile.material>Concrete 1</Pile.material>
				<Pile.soil_structure_interface>Not specified</Pile.soil_structure_interface>
				<Pile.anisotropy value="1" units=""/>
				<SquarePile.breadth value="0.4" units="m"/>
			</SquarePile>
		</PileFoundations>
	</StructuralElements>
	<GeometricalObjects>
		<Grounds>
			<PlaneGround>
				<Item.name>Ground 1</Item.name>
				<Item.type>Plane Ground</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<Ground.x_begin value="-INF" units="m"/>
				<Ground.x_end value="INF" units="m"/>
				<Ground.y_begin value="-INF" units="m"/>
				<Ground.y_end value="INF" units="m"/>
				<PlaneGround.slope value="0" units="°"/>
			</PlaneGround>
		</Grounds>
	</GeometricalObjects>
	<Actions>
		<DirectActions>
			<ForceAction>
				<Item.name>Force 1</Item.name>
				<Item.type>Force</Item.type>
				<Item.notes>Created by the Action Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<DirectAction.variability number="0">Permanent</DirectAction.variability>
				<ForceAction.force_z value="650" units="kN"/>
				<ForceAction.force_x value="0" units="kN"/>
				<ForceAction.force_y value="0" units="kN"/>
				<ForceAction.resultant value="650" units="kN"/>
			</ForceAction>
			<ForceAction>
				<Item.name>Force 2</Item.name>
				<Item.type>Force</Item.type>
				<Item.notes>Created by the Action Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<DirectAction.variability number="1">Variable</DirectAction.variability>
				<ForceAction.force_z value="250" units="kN"/>
				<ForceAction.force_x value="0" units="kN"/>
				<ForceAction.force_y value="0" units="kN"/>
				<ForceAction.resultant value="250" units="kN"/>
			</ForceAction>
		</DirectActions>
		<CombinationsOfActions>
			<CombinationOfActions>
				<Item.name>Combination 1</Item.name>
				<Item.type>Combination of Actions</Item.type>
				<Item.notes>Created by the Action Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<CombinationOfActions.no_of_actions number="2"/>
				<CombinationOfActions.action variability="Permanent">Force 1</CombinationOfActions.action>
				<CombinationOfActions.action variability="Variable">Force 2</CombinationOfActions.action>
			</CombinationOfActions>
		</CombinationsOfActions>
	</Actions>
	<DesignStandards>
		<LimitStateDesignStandards>
			<BSEN1997_2004>
				<Item.name>EC7 with UK NA</Item.name>
				<Item.type>BS EN 1997-1:2004+A1:2013</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<DesignStandard.title>Eurocode 7: Geotechnical design. Part 1. General rules</DesignStandard.title>
				<DesignStandard.publisher>British Standards Institution</DesignStandard.publisher>
				<DesignStandard.year number="2007"/>
				<!--partial factors equal to 1.0 are not shown-->
				<Persistent>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.7" units=""/>
				</Persistent>
				<Transient>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.7" units=""/>
				</Transient>
				<Accidental>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.7" units=""/>
				</Accidental>
				<Seismic>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.7" units=""/>
				</Seismic>
				<EN1997_2004.design_approach number="1"/>
				<EN1997_2004.combination number="2"/>
				<EN1997_2004.resistance_model_factor value="1.2" units=""/>
				<BSEN1997_2004.pile_testing number="2">Investigation tests</BSEN1997_2004.pile_testing>
			</BSEN1997_2004>
			<ISEN1997_2005>
				<Item.name>EC7 with Irish NA</Item.name>
				<Item.type>IS EN 1997-1:2005</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<DesignStandard.title>Eurocode 7: Geotechnical design. Part 1. General rules</DesignStandard.title>
				<DesignStandard.publisher>National Standards Authority of Ireland</DesignStandard.publisher>
				<DesignStandard.year number="2007"/>
				<!--partial factors equal to 1.0 are not shown-->
				<Persistent>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.6" units=""/>
				</Persistent>
				<Transient>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.6" units=""/>
				</Transient>
				<Accidental>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.6" units=""/>
				</Accidental>
				<Seismic>
					<DesignStandard.factor_on_bored_pile_base_resistance value="1.6" units=""/>
				</Seismic>
				<EN1997_2004.design_approach number="1"/>
				<EN1997_2004.combination number="2"/>
				<EN1997_2004.resistance_model_factor value="1.75" units=""/>
			</ISEN1997_2005>
		</LimitStateDesignStandards>
	</DesignStandards>
	<Scenarios>
		<ConstructionStages>
			<Stage>
				<Item.name>Stage 1</Item.name>
				<Item.type>Construction Stage</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<ConstructionStage.situation>Transient</ConstructionStage.situation>
				<ConstructionStage.element group="Geometrical Objects" name="Ground 1"/>
				<ConstructionStage.element group="Geotechnical Constituents" name="Borehole 1"/>
				<ConstructionStage.element group="Geotechnical Constituents" name="Water Table 1"/>
				<ConstructionStage.element group="Structural Elements" name="Pile 1"/>
				<ConstructionStage.element group="Actions" name="Combination 1"/>
			</Stage>
		</ConstructionStages>
	</Scenarios>
	<Calculations>
		<PileCalculations>
			<LongitudinalULS>
				<Item.name>Calculation 1</Item.name>
				<Item.type>Longitudinal ULS</Item.type>
				<Item.notes>Created by the Calculation Wizard on 2017-May-25</Item.notes>
				<Command.status>Finished</Command.status>
				<Command.warnings number="0"/>
				<Command.errors number="0"/>
				<Command.stage>Stage 1</Command.stage>
				<Command.standard>EC7 with Irish NA</Command.standard>
				<Calculation.undrained flag="true"/>
				<LongitudinalULS.shrinkage>No skin friction</LongitudinalULS.shrinkage>
				<LongitudinalULS.lateral_coefficient>Ks in sand</LongitudinalULS.lateral_coefficient>
				<LongitudinalULS.wall_friction>Delta in sand</LongitudinalULS.wall_friction>
				<LongitudinalULS.bearing_capacity_algorithm>Nq in sand</LongitudinalULS.bearing_capacity_algorithm>
				<LongitudinalULS.alpha_algorithm>Alpha in clay</LongitudinalULS.alpha_algorithm>
				<LongitudinalULS.ignore_self_weight flag="false"/>
				<LongitudinalULS.factor_shaft_and_base flag="true"/>
			</LongitudinalULS>
			<LongitudinalULS>
				<Item.name>Calculation 2</Item.name>
				<Item.type>Longitudinal ULS</Item.type>
				<Item.notes>Created by the Calculation Wizard on 2017-May-25</Item.notes>
				<Command.status>Finished</Command.status>
				<Command.warnings number="0"/>
				<Command.errors number="0"/>
				<Command.stage>Stage 1</Command.stage>
				<Command.standard>EC7 with UK NA</Command.standard>
				<Calculation.undrained flag="true"/>
				<LongitudinalULS.shrinkage>No skin friction</LongitudinalULS.shrinkage>
				<LongitudinalULS.lateral_coefficient>Ks in sand</LongitudinalULS.lateral_coefficient>
				<LongitudinalULS.wall_friction>Delta in sand</LongitudinalULS.wall_friction>
				<LongitudinalULS.bearing_capacity_algorithm>Nq in sand</LongitudinalULS.bearing_capacity_algorithm>
				<LongitudinalULS.alpha_algorithm>Alpha in clay</LongitudinalULS.alpha_algorithm>
				<LongitudinalULS.ignore_self_weight flag="false"/>
				<LongitudinalULS.factor_shaft_and_base flag="true"/>
			</LongitudinalULS>
		</PileCalculations>
	</Calculations>
</Repute>