2013Soil Engineering and FoundationRequires access

Discussions on the Pile Cap Design

Lili Zhang

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Abstract

The current design specifications on pile foundations(JGJ94-2008) define the bending,shear and punching design procedures for the pile caps.Throughout the derivations of four different loading conditions at the pile cap,this paper concluded that the current code requirement is underestimate the load and therefore is unsafe.The improved formulas for the bending,shear and punching failure modes are proposed.

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The current design specifications on pile foundations(JGJ94-2008) define the bending,shear and punching design procedures for the pile caps.Throughout the derivations of four different loading conditions at the pile cap,this paper concluded that the current code requirement is underestimate the load and therefore is unsafe.The improved formulas for the bending,shear and punching failure modes are proposed.

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Available abstract

The current design specifications on pile foundations(JGJ94-2008) define the bending,shear and punching design procedures for the pile caps.Throughout the derivations of four different loading conditions at the pile cap,this paper concluded that the current code requirement is underestimate the load and therefore is unsafe.The improved formulas for the bending,shear and punching failure modes are proposed.

Key concepts: Pile, Punching, Pile cap, Structural engineering, Geotechnical engineering, Engineering, Current (fluid), Bending

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