<?xml version="1.0"?>

<!--Repute XML Project File-->

<!--XML format (c)2002 Geocentrix Ltd. All rights reserved-->
<Repute version="1.0" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="http://www.geocentrix.co.uk/xml-schemas/Repute.xsd">
  <Document>
    <ProjectInfo>
      <ProjectInfo.name>Worked Example 2</ProjectInfo.name>
      <ProjectInfo.description>"Comparison with Poulos &amp; Davis (1980)"</ProjectInfo.description>
      <ProjectInfo.number></ProjectInfo.number>
      <Amendment.revision>A</Amendment.revision>
      <Amendment.made_by>FB</Amendment.made_by>
      <Amendment.description></Amendment.description>
      <Amendment.date>2002-12-04</Amendment.date>
      <ProjectInfo.client_name></ProjectInfo.client_name>
      <ProjectInfo.company_name>"Geomarc Ltd"</ProjectInfo.company_name>
    </ProjectInfo>
    <PGroupN>
      <dimensions>2</dimensions>
      <linear>true</linear>
      <flags>000000000000000010000000000000001100101</flags>
      <precision>1</precision>
      <Piles>
        <Pile.elements>12</Pile.elements>
        <Pile.common_moduli>false</Pile.common_moduli>
        <Pile.nq value="0" units=""/>
        <Pile.max_skin_friction value="+INF" units="kPa"/>
        <Pile.max_bearing_pressure value="+INF" units="MPa"/>
        <Pile number="1">
          <Pile.length value="10" units="m"/>
          <Pile.free_standing_length value="0" units="m"/>
          <Pile.external_diameter value="0.4" units="m"/>
          <Pile.internal_diameter value="0" units="m"/>
          <Pile.base_diameter value="0.4" units="m"/>
          <Pile.xz_rake value="0" units="deg"/>
          <Pile.yz_rake value="0" units="deg"/>
          <Pile.x_position value="0" units="m"/>
          <Pile.y_position value="0" units="m"/>
          <Pile.axial_modulus value="21" units="GPa"/>
          <Pile.lateral_modulus value="21" units="GPa"/>
        </Pile>
        <Pile number="2">
          <Pile.length value="10" units="m"/>
          <Pile.free_standing_length value="0" units="m"/>
          <Pile.external_diameter value="0.4" units="m"/>
          <Pile.internal_diameter value="0" units="m"/>
          <Pile.base_diameter value="0.4" units="m"/>
          <Pile.xz_rake value="0" units="deg"/>
          <Pile.yz_rake value="0" units="deg"/>
          <Pile.x_position value="1.2" units="m"/>
          <Pile.y_position value="0" units="m"/>
          <Pile.axial_modulus value="21" units="GPa"/>
          <Pile.lateral_modulus value="21" units="GPa"/>
        </Pile>
        <Pile number="3">
          <Pile.length value="10" units="m"/>
          <Pile.free_standing_length value="0" units="m"/>
          <Pile.external_diameter value="0.4" units="m"/>
          <Pile.internal_diameter value="0" units="m"/>
          <Pile.base_diameter value="0.4" units="m"/>
          <Pile.xz_rake value="0" units="deg"/>
          <Pile.yz_rake value="0" units="deg"/>
          <Pile.x_position value="2.4" units="m"/>
          <Pile.y_position value="0" units="m"/>
          <Pile.axial_modulus value="21" units="GPa"/>
          <Pile.lateral_modulus value="21" units="GPa"/>
        </Pile>
      </Piles>
      <Layers>
        <Layer number="1" type="Undrained Layer">
          <Layer.thickness value="75" units="m"/>
          <Layer.below_water_table value="true"/>
          <Layer.soil id="1"/>
          <Layer.vertical_modulus value="7" units="MPa"/>
          <Layer.vertical_modulus_gradient value="0" units="MN/m&#179;"/>
          <Layer.horizontal_modulus value="7" units="MPa"/>
          <Layer.horizontal_modulus_gradient value="0" units="MN/m&#179;"/>
          <Layer.poissons_ratio value="0.5" units=""/>
        </Layer>
      </Layers>
      <Soils>
        <Soil number="1" type="CohesiveSoil">
          <Soil.unit_weight value="20" units="kN/m&#179;"/>
          <Soil.below_water_table value="true"/>
          <CohesiveSoil.undrained_strength value="25" units="kPa"/>
          <CohesiveSoil.undrained_strength_gradient value="0" units="kN/m&#179;"/>
          <CohesiveSoil.adhesion_factor value="0.5" units=""/>
        </Soil>
      </Soils>
      <Loads>
        <Load.no_of_increments>1</Load.no_of_increments>
        <Load.active>1</Load.active>
        <Load number="1">
          <Load.force_z value="600" units="kN"/>
          <Load.force_x value="200" units="kN"/>
          <Load.force_y value="0" units="kN"/>
          <Load.moment_x value="0" units="kNm"/>
          <Load.moment_y value="300" units="kNm"/>
          <Load.position_x value="1.2" units="m"/>
          <Load.position_y value="0" units="m"/>
        </Load>
      </Loads>
      <HyperbolicConstants>
        <Document.rfs value="0.5" units=""/>
        <Document.rfb value="0.99" units=""/>
        <Document.rfl value="0.9" units=""/>
      </HyperbolicConstants>
    </PGroupN>
  </Document>
</Repute>