Chapter
May 22, 2014
Analytical and Numerical Studies of Geosynthetic Tubes Resting on Deformable Foundations
Authors: Wei Guo [email protected], Jian Chu [email protected], and Shuwang Yan [email protected]Author Affiliations
Publication: Ground Improvement and Geosynthetics
Abstract
Geosynthetic tube has been used for dike constructions on soft ground. We need methods to design geosynthetic tubes that rest on deformable foundation. In this paper, 2D analytical and numerical methods are proposed to analyze the stress and deformation of the impermeable geosynthetic tubes resting on deformable foundation. The analytical method is proposed by using the 1D consolidation relationship or the e-log-p curve as an approximation. As the stress-strain relationship is nonlinear, this method is better than the Winkler method. The vertical pressure distribution in the soil is calculated using the Boussinesq equation. Numerical analyses are also carried out to evaluate the accuracy of the proposed method and to achieve good agreement between the results from the analytical method and those from the numerical methods.
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© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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ASCE Technical Topics:
- Analysis (by type)
- Continuum mechanics
- Deformation (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomaterials
- Geomechanics
- Geosynthetics
- Geotechnical engineering
- Methodology (by type)
- Numerical analysis
- Numerical methods
- Soft soils
- Soil deformation
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Structural engineering
- Structural mechanics
- Structural members
- Structural systems
- Tubes (structure)
Authors
Affiliations
School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, 50 Nanyang Ave., Singapore, 639798. E-mail: [email protected]
School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, 50 Nanyang Ave., Singapore, 639798; Department of Civil, Construction & Environmental Engineering, Iowa State University, 328 Town Engineering Building, Ames, IA 50011 USA. E-mail: [email protected]
Geotechnical Research Institute, School of Civil Engineering, Tianjin University, 92 Weijin Road, Nankai District, Tianjin, China. E-mail: [email protected]
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