ScholarLens Back to search
2008•Rock and Soil MechanicsRequires access

Research on 3D numerical simulation of working mechanism of CFG pile composite foundation

Jiyuan Wang

Open publisher page 3 citations

Abstract

Taking an engineering instance as background,the deformation characteristics and working mechanism of the cement flyash gravel(CFG) pile composite foundation are analysed with finite difference method;and the composite effect of the pile to work with soil and the effectiveness of cushion are also simulated.It is indicated that the bearing capacity of ground can be enhanced effectively through the CFG plies with some stiffness which are driven into the soil;the pile stress acts mainly from the top to the middle of the pile shaft;and the piles of which the lengths extended applicably can help to control the deformation of ground foundation;and the cushion is beneficial to adjust the stress distribution.The results can be for reference in similar projects.

About this research paper

What this paper is about

Taking an engineering instance as background,the deformation characteristics and working mechanism of the cement flyash gravel(CFG) pile composite foundation are analysed with finite difference method;and the composite effect of the pile to work with soil and the effectiveness of cushion are also simulated.It is indicated that the bearing capacity of ground can be enhanced effectively through the CFG plies with some stiffness which are driven into the soil;the pile stress acts mainly from the top to the middle of the pile shaft;and the piles of which the lengths extended applicably can help to control the deformation of ground foundation;and the cushion is beneficial to adjust the stress distribution.The results can be for reference in similar projects.

Why it matters

OpenAlex reports 3 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Taking an engineering instance as background,the deformation characteristics and working mechanism of the cement flyash gravel(CFG) pile composite foundation are analysed with finite difference method;and the composite effect of the pile to work with soil and the effectiveness of cushion are also simulated.It is indicated that the bearing capacity of ground can be enhanced effectively through the CFG plies with some stiffness which are driven into the soil;the pile stress acts mainly from the top to the middle of the pile shaft;and the piles of which the lengths extended applicably can help to control the deformation of ground foundation;and the cushion is beneficial to adjust the stress distribution.The results can be for reference in similar projects.

Key concepts: Cushion, Pile, Foundation (evidence), Geotechnical engineering, Composite number, Stiffness, Deformation (meteorology), Structural engineering

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
Research on 3D numerical simulation of working mechanism of CFG pile composite foundation — Research Paper | ScholarLens