12.07.2015 Views

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• Axial force <str<strong>on</strong>g>of</str<strong>on</strong>g> pile head range from520 to 2200kN. The average value isabout 950kN. According to the pile static load test,the calculated axial force <str<strong>on</strong>g>of</str<strong>on</strong>g> pile head(working load) is below the bearingcapacity(2375kN).• The distributi<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> axial force <str<strong>on</strong>g>of</str<strong>on</strong>g> pilehead is very different from ourexperience. According to our experience, max.axial force <str<strong>on</strong>g>of</str<strong>on</strong>g> pile head usuallyoccurs at corner and edge <str<strong>on</strong>g>of</str<strong>on</strong>g> the raft. 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.

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