Practice of Pile Foundation Treatment Based on ZSOIL.PC

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<strong>Practice</strong> <strong>of</strong> <strong>Pile</strong> <strong>Foundation</strong> treatment3D FEM analysisRaft<strong>Pile</strong>s with differentlength(7m,5m,3mshorter than designlength)Bearing layer <strong>of</strong> piles
<strong>Practice</strong> <strong>of</strong> <strong>Pile</strong> <strong>Foundation</strong> treatment3D FEM analysis• Max. settlement is about 5.85cm,which occurs at the corner <strong>of</strong> theshear wall core tube. This maybe the result <strong>of</strong> piles <strong>of</strong>different length and irregularly spatialdistribution <strong>of</strong> bearing layer.• Min. settlement is about 2.90cm.• Max. settlement difference is about2.95cm. Taking into account the width <strong>of</strong> theraft(30m), the inclination <strong>of</strong> thebuilding is about 0.1%.• The max. settlement and theinclination <strong>of</strong> the building meet therequirements <strong>of</strong> the standard(GB50007-2002).
Page 3: • Functions related to Pi
Page 6 and 7: 侧摩阻力 (kPa)18016014012010
Page 8 and 9: Functions related to Pile</
Page 10 and 11: • Practice <stro
Page 12 and 13: Practice o
Page 30 and 31: Acknowledgements• Thanks to the d

Practice of Pile Foundation Treatment Based on ZSOIL.PC

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