2005Hydro-Science and EngineeringRequires access

Revised load-transfer method for single pile and its application

Peng Zheng-guang

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Abstract

A revised load-transfer method through integrating the Mindlin′s solution is introduced to make the calculated settlement of a foundation pile more suitable to the practical value.At the same time,the revised method can be used to calculate the settlement of a bored pile and that of a foundation pile caused by negative frictional resistance around the pile.

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What this paper is about

A revised load-transfer method through integrating the Mindlin′s solution is introduced to make the calculated settlement of a foundation pile more suitable to the practical value.At the same time,the revised method can be used to calculate the settlement of a bored pile and that of a foundation pile caused by negative frictional resistance around the pile.

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Available abstract

A revised load-transfer method through integrating the Mindlin′s solution is introduced to make the calculated settlement of a foundation pile more suitable to the practical value.At the same time,the revised method can be used to calculate the settlement of a bored pile and that of a foundation pile caused by negative frictional resistance around the pile.

Key concepts: Pile, Settlement (finance), Foundation (evidence), Geotechnical engineering, Transfer (computing), Dynamic load testing, Structural engineering, Pile cap

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