Chapter
Apr 26, 2012
Use of Wicking Fabric to Help Prevent Differential Settlements in Expansive Soil Embankments
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Expansive soils cover one-fourth of the U.S., and damage to infrastructure from expansive clays is huge every year. A new type of Wicking Fabric (MNWF) has high specific surface area (consequently high wettability and high capillary action) and high permeability. It shows great promise as a cost-effective means of controlling moisture migration and subsequent differential settlement in expansive soils. This paper is intended to investigate the performance of the MNWF as a capillary barrier in expansive soil embankments through numerical simulations. Eight different combinations were considered and the simulation results were discussed.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Building materials
- Differential settlement
- Engineering fundamentals
- Engineering materials (by type)
- Expansive soils
- Fabrics
- Fine-grained soils
- Foundation settlement
- Foundations
- Geomechanics
- Geotechnical engineering
- Infrastructure
- Materials engineering
- Models (by type)
- Numerical analysis
- Numerical models
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil settlement
- Soil water
- Soils (by type)
Authors
Affiliations
A.M.ASCE
Assistant Professor, Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK99775, USA.E-mail: [email protected]
Graduate student, Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK99775, USA.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.