2001Unpublished venueRequires access

The analysis of pile composite foundation deformation and stability in the area of soft clay

Yi Yao

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Abstract

The problem of the settlement transformation of pile composite foundation and stabilily control was analysed the time effects prodeced by consolidation of clay near the circumference of piles and the effects of soft clay to the settlement were discussed and related computing methods were put forward,which guarantees the safety stability standard of the computing of the settlement of pile composite foundation to the design of the bearing ability of the ground on various conditions.

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What this paper is about

The problem of the settlement transformation of pile composite foundation and stabilily control was analysed the time effects prodeced by consolidation of clay near the circumference of piles and the effects of soft clay to the settlement were discussed and related computing methods were put forward,which guarantees the safety stability standard of the computing of the settlement of pile composite foundation to the design of the bearing ability of the ground on various conditions.

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Available abstract

The problem of the settlement transformation of pile composite foundation and stabilily control was analysed the time effects prodeced by consolidation of clay near the circumference of piles and the effects of soft clay to the settlement were discussed and related computing methods were put forward,which guarantees the safety stability standard of the computing of the settlement of pile composite foundation to the design of the bearing ability of the ground on various conditions.

Key concepts: Pile, Consolidation (business), Geotechnical engineering, Foundation (evidence), Composite number, Settlement (finance), Bearing capacity, Engineering

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