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The Analysis Method of the Settlement for Half-rigidity Piles Composite Foundation and Its Application

Zhangming Li, Yang Liang-kun

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Abstract

For analyzing the additional stress and settlement of half-rigidity piles composite foundation, the new method, using the Mindlin and Boussinesq solutions with the characteristic of roadway bearing flexible load and piles piercing into foundation considered, is presented. The calculation for a project problem shows that the calculation results using the above method have good agreement with the project test results.

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What this paper is about

For analyzing the additional stress and settlement of half-rigidity piles composite foundation, the new method, using the Mindlin and Boussinesq solutions with the characteristic of roadway bearing flexible load and piles piercing into foundation considered, is presented. The calculation for a project problem shows that the calculation results using the above method have good agreement with the project test results.

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Available abstract

For analyzing the additional stress and settlement of half-rigidity piles composite foundation, the new method, using the Mindlin and Boussinesq solutions with the characteristic of roadway bearing flexible load and piles piercing into foundation considered, is presented. The calculation for a project problem shows that the calculation results using the above method have good agreement with the project test results.

Key concepts: Rigidity (electromagnetism), Settlement (finance), Foundation (evidence), Structural engineering, Composite number, Geotechnical engineering, Load bearing, Engineering

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