Practice of Pile Foundation Treatment Based on ZSOIL.PC
Practice of Pile Foundation Treatment Based on ZSOIL.PC Practice of Pile Foundation Treatment Based on ZSOIL.PC
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<str<strong>on</strong>g>Practice</str<strong>on</strong>g> <str<strong>on</strong>g>of</str<strong>on</strong>g> <str<strong>on</strong>g>Pile</str<strong>on</strong>g> <str<strong>on</strong>g>Foundati<strong>on</strong></str<strong>on</strong>g> treatment3D FEM analysis• Max. settlement is about 5.85cm,which occurs at the corner <str<strong>on</strong>g>of</str<strong>on</strong>g> theshear wall core tube. This maybe the result <str<strong>on</strong>g>of</str<strong>on</strong>g> piles <str<strong>on</strong>g>of</str<strong>on</strong>g>different length and irregularly spatialdistributi<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> bearing layer.• Min. settlement is about 2.90cm.• Max. settlement difference is about2.95cm. Taking into account the width <str<strong>on</strong>g>of</str<strong>on</strong>g> theraft(30m), the inclinati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> thebuilding is about 0.1%.• The max. settlement and theinclinati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> the building meet therequirements <str<strong>on</strong>g>of</str<strong>on</strong>g> the standard(GB50007-2002).