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Apr 26, 2012
Study on Design Method of Geo-Synthetic Reinforced Soil at Bridge Approach
Authors: Guangle Feng, Rong Luo, and Tianqing LingAuthor Affiliations
Publication: Applications of Advanced Technologies in Transportation Engineering (2004)
Abstract
Dealing with different settlement at bridge approach roadbed by geo-synthetic reinforced soil, it is not reasonable not to take horizontal displacement into account. Based on elastic-membrane theory, this paper finds out the balance equations, geometric equations, physical equations and compatible equations of geo-synthetic reinforced soil, gets the relation between vertical space and tensile force of each geo-synthetic layer, and determines the calculating method of vertical space. From the viewpoint of driving comfort, the length of geo-synthetic should be determined by the allowable different settlement ratio.
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Published In
Applications of Advanced Technologies in Transportation Engineering (2004)
Pages: 444 - 449
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Affiliations
Guangle Feng
Hubei Transportation Construction Quality Supervise Station, No.420, Jianshe Road, Wuhan: 430030
Rong Luo
Department of Civil Engineering, University of Texas at Austin, Austin, TX 78741
Tianqing Ling
Highway Engineering Department in Chongqing Jiao-tong University, Jiao-yuan Road, Nan an District, Chongqing: 400074
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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.