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> treatment<str<strong>on</strong>g>Pile</str<strong>on</strong>g> static load testsettlement (mm)0102030407m shorter0 1000 2000 3000 4000 5000Load (kN)• Three 7.0m shorter piles areselected to test. We select the shortest piles torepresent the whole piles.• According to the diagraph <str<strong>on</strong>g>of</str<strong>on</strong>g> load vs.settlement, the max. load <str<strong>on</strong>g>of</str<strong>on</strong>g> the testis about 4750kN.• The current bearing capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> thetested pile is 4750/2=2375kN. The design bearing capacity is2500kN. The current bearing capacity is about5% smaller than the design value.• Is the current bearing capacityenough ? What the 3d FEM analysis tell us?
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