Chapter
May 22, 2014
A Note on Pile Length Optimization of Pile Groups Considering the Non-Linear Behavior of Piles
Authors: Fayun Liang, Ph.D. [email protected], Haibing Chen, Ph.D. [email protected], Zhu Song, Ph.D. [email protected], and Jie Han, Ph.D.Author Affiliations
Publication: Ground Improvement and Geosynthetics
Abstract
The use of dissimilar piles below a raft is a relatively innovative concept and can optimize the design of a piled raft. This paper discusses a pile length optimization method. To analyze non-linear behaviour of piles, a "cut-off" method was adopted to limit pile capacity in the integral equation considering linear behaviour of piles. In this method, adjacent non-yielding piles take more loads when some piles start to yield (i.e., reaching their individual ultimate load capacity). A pile-square rigid raft system was analyzed to illustrate the effects of the proposed approach. The analysis showed that the stiffness of the piled raft decreased after considering the load cut-off. The load cut-off procedure could make the distribution of the reactions for short piles more reasonable in terms of their locations and lengths. The optimized design using dissimilar piles would create a more economical solution than the design with uniform piles.
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© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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ASCE Technical Topics:
- Business management
- Design (by type)
- Engineering fundamentals
- Engineering mechanics
- Foundation design
- Foundations
- Geotechnical engineering
- Innovation
- Load bearing capacity
- Load factors
- Models (by type)
- Optimization models
- Pile foundations
- Pile groups
- Piles
- Practice and Profession
- Static loads
- Statics (mechanics)
- Structural design
- Ultimate loads
Authors
Affiliations
Professor, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China. E-mail: [email protected]
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China. E-mail: [email protected]
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China. E-mail: [email protected]
Jie Han, Ph.D.
Professor, Department of Civil, Environmental & Architectural Engineering, The University of Kansas, Lawrence, KS 66045, USA
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