Influence of Existing or Newly Constructed Pile on Flexible Circular Footing Settlement
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Due to the space constraint, sometimes new construction activities have to invade into the footprints of existing structures. An example is that the planned piles to support new superstructures are in conflict with the footprints of existing bridge abutment footings, or vice versa. As a result, the footings have to be re-evaluated for their settlement to consider the influence of piles. As a dilemma, there is no method taking the influence into account. In this study, a numerical approach was adopted to investigate the influence of the new pile on the settlement of the existing footing (Application 1) and also the influence of the existing piles on the settlement of newly constructed footing (Application 2). FLAC was employed in this study. The pile and footing were simulated as elastic material with appropriate properties. Subgrade soil was modeled as elastic material. Firstly, the simulation was carried out for a pile and a footing separately and the results were compared with theoretical solutions serving as model calibration. Then the simulation was carried out to exam the influence for both applications. For each application, various conditions were investigated including different footing load, footing size and pile load. The results were compared and discussed.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Analysis (by type)
- Buildings
- Engineering fundamentals
- Existing buildings
- Footings
- Foundation settlement
- Foundations
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Numerical analysis
- Pile foundations
- Pile settlement
- Piles
- Shallow foundations
- Structural engineering
- Structural settlement
- Structures (by type)
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