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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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Functi<strong>on</strong>s related to <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> <str<strong>on</strong>g>of</str<strong>on</strong>g> <strong>ZSOIL</strong>.<strong>PC</strong><str<strong>on</strong>g>Pile</str<strong>on</strong>g> elementRaft foundati<strong>on</strong><str<strong>on</strong>g>Pile</str<strong>on</strong>g> head<str<strong>on</strong>g>Pile</str<strong>on</strong>g> element• Modeling <str<strong>on</strong>g>of</str<strong>on</strong>g> <str<strong>on</strong>g>Pile</str<strong>on</strong>g> element Hundreds <str<strong>on</strong>g>of</str<strong>on</strong>g> pile elements can begenerated “<strong>on</strong> objects” within severalsec<strong>on</strong>ds, which usually imported fromDXF files <str<strong>on</strong>g>Pile</str<strong>on</strong>g> head can be automatically “link to”raft or trip foundati<strong>on</strong> smartly, whichcan save us many hours to “merge”pile head and nodes <str<strong>on</strong>g>of</str<strong>on</strong>g> solid element Axial force, moment and shear forcecan transfer from piles to raft , and viceversa The length <str<strong>on</strong>g>of</str<strong>on</strong>g> each segment <str<strong>on</strong>g>of</str<strong>on</strong>g> pileshould be compatible with the length <str<strong>on</strong>g>of</str<strong>on</strong>g>the soil element, not too large nor toosmall If layout <str<strong>on</strong>g>of</str<strong>on</strong>g> piles change, import themodified DXF file again

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