The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC

The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC

The bearing capacity of residue pile composite foundation formed by deep dynamic compaction, shorted for DDC, is calculated and analyzed by ANSYS finite element software. The analysis results show that pile body and soil between piles have a good coordination, residue pile composite foundation is se...

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Veröffentlicht in:Applied Mechanics and Materials 2014-07, Vol.580-583, p.302-307
Hauptverfasser: Yan, Zhi Fang, Sun, Qing Juan, Liu, Zeng Rong
Format: Artikel
Sprache:eng
Schlagworte:
Civil engineering
Friction
Load
Sedimentation & deposition
Simulation
Stress concentration
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Zusammenfassung:The bearing capacity of residue pile composite foundation formed by deep dynamic compaction, shorted for DDC, is calculated and analyzed by ANSYS finite element software. The analysis results show that pile body and soil between piles have a good coordination, residue pile composite foundation is semi-flexible and semi-rigid and the effect of consolidating foundation is obvious. The purpose of foundation treatment should be taken into consideration primarily to provide reference for future similar projects.
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.580-583.302