The Comparison of Pile Load Capacity Based on the Results of Analytical Calculations and Static Tests

Abstract:

The article discusses the causes of discrepancies in the values of the pile load capacity based on the results of calculations made on the basis of existing regulations and the pile load capacity after static load test on the construction site. A brief overview of the causes of discrepancies in analytical and practical values ​​of pile load capacity is provided in the article. The possible ways to solve this problem are suggested, namely, the development of the methods of analytical calculations of pile load capacity and the improvement of embedding technical processes. There is an example of such a discrepancy in the construction of a residential complex in Saint-Petersburg presented in the article. It was found that the variation in the results is not caused by the imperfections in the method of calculations, but by the infringements of construction technology. The article provides recommendations to minimize the discrepancies between the calculated and actual values of pile load capacity.

• Periodical: Applied Mechanics and Materials (Volumes 725-726)
• Pages: 190-194
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.725-726.190
• Online since: January 2015
• Authors: Andrey Badanin, Victor Melnikov, Darya Filippova*
• Keywords: Pile Foundation, Pile Load Capacity, Pile Static Load Testing

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