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Jun 20, 2012
U. S. State-of-Practice for the Design of the Geosynthetic Reinforced Load Transfer Platform in Column Supported Embankments
Publication: Soil Improvement
Abstract
This paper presents the current U.S. state-of-practice for the design of the load transfer platform used in column supported embankments. Two design methods are in use in the U.S. today, the catenary and beam method. Both methods are presented, including the fundamental design assumptions that differentiate the two approaches. The paper also provides guidance on the determination of the geosynthetic properties for the load transfer platform based on the method used to design the platform.
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© 2007 American Society of Civil Engineers.
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Published online: Jun 20, 2012
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The Collin Group Ltd., 7445 Arlington Road, Bethesda, MD 20814. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.