Chapter
Apr 26, 2012
Arching Effect in Piled Embankments
Publication: Advances in Earth Structures: Research to Practice
Abstract
This research was initiated from the Shanghai F1 speedway project constructed on the typical soft ground of Shanghai. To meet the need for its high speed, piled embankments were used to support this speedway. The embankment fill includes not only lime fly-ash but also EPS, which was used to alleviate the total load. In addition, large-size pile caps were used. All these measures were intended to reduce the ground settlement. Arching effect is one of the main reasons why the piles with individual caps can support most part of load. This paper discusses several available soil arching theories. Due to the complexity of this problem, numerical analysis was done to investigate the arching effect in embankments where the fill was uniform. The comparison between the numerical results and these available methods is presented. This study also investigates the influence of EPS on the effect of arching using the numerical method.
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© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Dams
- Design (by type)
- Earth materials
- Embankment dams
- Engineering fundamentals
- Fills
- Foundations
- Geomaterials
- Geomechanics
- Geotechnical engineering
- Load factors
- Methodology (by type)
- Numerical analysis
- Numerical methods
- Pile foundations
- Piles
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil settlement
- Soils (by type)
- Structural design
Authors
Affiliations
Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, People's Republic of China. E-mail: [email protected]
Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, People's Republic of China. E-mail: [email protected]
J. H. Xiong
Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, People's Republic of China
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