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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• We implement the below when establish FEM model <str<strong>on</strong>g>Pile</str<strong>on</strong>g> element is used to model PHC pile. <str<strong>on</strong>g>Pile</str<strong>on</strong>g> skin and toe interface arec<strong>on</strong>sidered. The length <str<strong>on</strong>g>of</str<strong>on</strong>g> pile is set according to the c<strong>on</strong>structi<strong>on</strong> record. For thec<strong>on</strong>venience <str<strong>on</strong>g>of</str<strong>on</strong>g> modeling, piles are classified to 7m, 5m and 3m shorterthan design value. Borehole method is used to determine the spatial distributi<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> soil layer. Mohr-coulomb model is used to descript soil mechanical behavior. The geometry <str<strong>on</strong>g>of</str<strong>on</strong>g> frame column and shear wall is set strictly according tothe structural design. The load applied to frame column and wall is set strictly according to thestructural analysis result.

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