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SWEDISH GEOTECHNICAL INSTITUTEPROCEEDINGS No. 25NEGATIVE SKIN FRICTION ON LONG PILES DRIVEN IN CLAY I. Results of a Full Scale Investigation on Instrumented Piles II. General Views and Design RecommendationsBy
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01
Identify the area where negative skin friction is occurring on the foundation piles.
02
Measure the magnitude of the negative skin friction on the piles.
03
Determine the depth at which the negative skin friction is acting on the piles.
04
Calculate the total load of the structure and the distribution of loads on the piles.
05
Design appropriate measures to counteract the negative skin friction, such as using friction-reducing materials or implementing a load transfer system.

Who needs negative skin friction on?

01
Engineers, designers, and geotechnical specialists working on projects where foundation piles are subject to negative skin friction.
02
Developers and contractors who are concerned about the long-term stability and performance of structures supported by deep foundation piles.
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Negative skin friction refers to a downward drag force that acts on a pile or foundation element due to the surrounding soil settlement, which can adversely affect structural stability.
Typically, engineers, contractors, and developers involved in the design and construction of structures that use deep foundations are required to file reports on negative skin friction.
Filing negative skin friction usually involves completing a specialized form that includes data on soil properties, foundation design, and potential drag forces, including necessary calculations and engineering assessments.
The purpose of filing negative skin friction reports is to ensure that potential negative impacts on structural integrity are recognized, analyzed, and properly addressed during the design and construction phases.
Reports on negative skin friction must include details such as soil types, settlement rates, pile dimensions, predicted load conditions, and the methods used for analysis.
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