The Elasticity-Plasticity Analysis of Composite Foundation with Lime-Soil Pile by FEM
The Elasticity-Plasticity Analysis of Composite Foundation with Lime-Soil Pile by FEM
- New search for: Cui, Ying
- New search for: Zhang, Guang-Wei
- New search for: Cui, Ying
- New search for: Zhang, Guang-Wei
With a certain actual lime-soil pile composite foundation project for background, the Finite Element Method (FEM) model of composite foundation was carried out by using the Drucker-Prager theory and ANSYS FEM procedure. By imitating the status of composite foundation under the construction load and analyzing the factors such as stress, settlement, stress ratio between pile and soil, carrying capacity of composite foundation with lime-soil pile has been gained. The conclusions offer some beneficial references to design and construction of actual projects.
Document information
The Elasticity-Plasticity Analysis of Composite Foundation with Lime-Soil Pile by FEM
CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 762-765
Applied Mechanics and Materials ; 170-173
2012
4 Seiten
Conference paper
English
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