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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• Analysis Summary According to 3D Fem analysis, the bearing capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> short piles, thesettlement and inclinati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> the building can meet the requirement <str<strong>on</strong>g>of</str<strong>on</strong>g>Chinese foundati<strong>on</strong> standard (“code for design <str<strong>on</strong>g>of</str<strong>on</strong>g> building foundati<strong>on</strong>”GB50007-2002). It is necessary to c<strong>on</strong>duct super structure-foundati<strong>on</strong>-soil interacti<strong>on</strong> analysisfor irregularly spatial distributed soil layer and piles with different length.• Sometimes, experience from horiz<strong>on</strong>tally stratified ground can not be transplantedto irregularly spatial distributed soil layer. It is too c<strong>on</strong>servative to design pile foundati<strong>on</strong> without c<strong>on</strong>siderati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> thec<strong>on</strong>tributi<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> raft.• With the help <str<strong>on</strong>g>of</str<strong>on</strong>g> the method menti<strong>on</strong>ed above, we can optimize the design <str<strong>on</strong>g>of</str<strong>on</strong>g> pilefoundati<strong>on</strong>.

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