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Pile driveability prediction method based on CPT results

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Pile driveability prediction method based on CPT results

Data publikacji:  05/25/2011
Autorzy:  Sahajda Krzysztof
Publikacja:  The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. Hong Kong, China, 23-27 May, 2011
fragment: 

The presented method is based on the assumption that bearing capacity of a pile can be computed with reasonable accuracy by the Danish formula and that this capacity is equivalent to a capacity calculated based on the results of a CPT test. The method allows driveability prediction of a single pile and also the influence of group of piles can be taken into account. For the purpose of analysis a calculation file was generated allowing for the comparison of calculation results with the results of field-tests. A comparative analysis of a number of square 0.4x0.4 m piles in clays and sands is carried out. The comparison shows reasonable agreement between the predicted and actual depth driving profiles...

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