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Theoretical analysis on axial load transfer of single pile

Gao Zhong

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Abstract

Experimental measurements and analysis are introduced for the characters of the contact surface between pile and soil. A conclusion is demonstrated that the frictional resistance of the soil around the pile is related to side positive pressure of pile and relative displacement between pile and soil. In the end related theoretical analysis method is proposed for load transfer regularity of single pile under axial load.

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What this paper is about

Experimental measurements and analysis are introduced for the characters of the contact surface between pile and soil. A conclusion is demonstrated that the frictional resistance of the soil around the pile is related to side positive pressure of pile and relative displacement between pile and soil. In the end related theoretical analysis method is proposed for load transfer regularity of single pile under axial load.

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Available abstract

Experimental measurements and analysis are introduced for the characters of the contact surface between pile and soil. A conclusion is demonstrated that the frictional resistance of the soil around the pile is related to side positive pressure of pile and relative displacement between pile and soil. In the end related theoretical analysis method is proposed for load transfer regularity of single pile under axial load.

Key concepts: Pile, Geotechnical engineering, Displacement (psychology), Dynamic load testing, Structural engineering, Geology, Engineering, Psychology

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