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2003•Geology and ProspectingRequires access

NUMERICAL ANALYZE ON THE STRESS RATIO OF PILE AND SOIL OF THE COMPOSITE FOUNDATION UNDER 3D CONDITION

Xue Lin-hua

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Abstract

This paper makes a thoroughly study on the ratio of pile and soil of the composite foundation by using 3D-FEM. The influence of some factors such as pile rigid, bearing load, area replacement ratio, length-diameter ratio, pad cushion thickness and natural foundation soil strength has been simulated. Some conclusions relating to the inherent principle of the stress ratio of pile and soil are obtained.

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What this paper is about

This paper makes a thoroughly study on the ratio of pile and soil of the composite foundation by using 3D-FEM. The influence of some factors such as pile rigid, bearing load, area replacement ratio, length-diameter ratio, pad cushion thickness and natural foundation soil strength has been simulated. Some conclusions relating to the inherent principle of the stress ratio of pile and soil are obtained.

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Available abstract

This paper makes a thoroughly study on the ratio of pile and soil of the composite foundation by using 3D-FEM. The influence of some factors such as pile rigid, bearing load, area replacement ratio, length-diameter ratio, pad cushion thickness and natural foundation soil strength has been simulated. Some conclusions relating to the inherent principle of the stress ratio of pile and soil are obtained.

Key concepts: Pile, Cushion, Foundation (evidence), Geotechnical engineering, Composite number, Stress (linguistics), Geology, Finite element method

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NUMERICAL ANALYZE ON THE STRESS RATIO OF PILE AND SOIL OF THE COMPOSITE FOUNDATION UNDER 3D CONDITION — Research Paper | ScholarLens