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Foundation is a part of building construction that has the function of moving the load caused by the building on it into the ground, where the soil must receive the load from the building, and the foundation task is to divide the load so that the permissible soil pressure (carrying capacity) is not passed. The purpose of this study is to determine the comparison of the value of the carrying capacity of the pile foundation using the Meyerhoff method and the Price & Wardle method. After analyzing the carrying capacity of the pile foundation using the Meyerhoff and Price & Wardle methods, a larger carrying capacity was obtained in the Price & Wardle method of 25 cm Qu = 852.15 tons of Qi = 284.35 tons, dimensions of 30 cm Qu = 1227.10 tons of Qi = 409.03 tons and dimensions of 35 cm Qu = 1670.23 tons of Qi = 556.74 tons on sondir S-1. The same result was obtained on sondir S-2 at 25 cm Qu = 603.53 tons of Qi = 201.17 tons, dimensions of 30 cm Qu = 869.08 tons of Qi = 289.69 tons and dimensions of 35 cm of Qu value = 1182.91 tons of Qi = 394.30 tons. Comparison of carrying capacity obtained from field data calculations using the Meyerhoff method with carrying capacity analyzed manually using the Price - Wardle method there was a very significant difference in value of: dimension 25 cm difference in Qu value = 43,16 % Qi = 56,17 %, dimension 30 cm difference in Qu value = 48,30 % Qi = 59,82 % and dimension 35 cm difference in Qu value = 52,21 % Qi = 62,47 % on sondir S-1 and dimension 25 cm difference in Qu value = 33,77 % Qi = 44,92 %, dimension 30 cm difference in Qu value = 39,84 % Qi = 57,92 % and dimension 35 cm difference in Qu value = 41,65 % Qi = 50,14 % on sondir S-2. The difference in capacity values is very significant from the two methods, so the author recommends using the Meyerhoff method because the value of the carrying capacity capacity is closer to reality, the value of the carrying capacity capacity is not too large.
Keywords : Pile Foundation, CPT, Pile Carrying Capacity
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