Chapter
Apr 26, 2012
Working Behavior of Composite Ground under Flexible Foundations Based on Super-Substructure Interaction
Authors: Jian-lin Yu [email protected], Xiao-nan Gong [email protected], Chao Liu [email protected], Wen-zhi Lv [email protected], and Zi-jing Jing [email protected]Author Affiliations
Publication: Advances in Ground Improvement: Research to Practice in the United States and China
Abstract
The behavior of the composite ground under a flexible foundation is a complicated problem, which includes the interactions among the flexible foundation, the cushion, the composite ground, and the underlying soils. A simplified analytical model is presented, in which the flexible foundation-cushion-composite ground-underlying soil is considered as an interactive system, and two-dimensional deformation is assumed. According to the compatibility of stress and deformation on the interfaces between these four components, and considering the relative movement between piles and soils, the formulas on settlement and stress ratio of pile to soil, which is used to characterize the behavior of the composite ground, are derived.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Composite materials
- Continuum mechanics
- Deformation (mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Models (by type)
- Pile foundations
- Pile settlement
- Soil deformation
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil settlement
- Solid mechanics
- Structural mechanics
- Two-dimensional models
Authors
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Associate Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, 310027, China. E-mail: [email protected]
Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, 310027, China. E-mail: [email protected]
Master, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, 310027, China. E-mail: [email protected]
Ph.D. Candidate, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, 310027, China. E-mail: [email protected]
Master candicate, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, 310027, China. E-mail: [email protected]
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