Consolidation of flexible pavement based on a viscoelastic-elastic-poroelastic (VE-E-PE) model

E. Y.G. Chen, E. Pan

研究成果: Conference contribution同行評審

摘要

A viscoelastic-elastic-poroelastic (VE-E-PE) model is established to account for flexible pavement consolidation. This VE-E-PE model is studied as the addition of porous fluid in the subgrade to a VE-E model. Such a treatment has the advantage of directly making use of the leading-edge VE-E model. General characteristics of the pavement response (stresses, strains, displacements) and consolidation in the poroelasticity are examined. Details are also presented on treating the possible disturbance of the continuity condition incurred by this treatment.

原文English
主出版物標題Poromechanics IV - 4th Biot Conference on Poromechanics
編輯Hoe I. Ling, Andrew Smyth, Raimondo Betti
發行者DEStech Publications
頁面493-498
頁數6
ISBN(電子)9781605950068
出版狀態Published - 2009
事件4th Biot Conference on Poromechanics - New York, 美國
持續時間: 8 6月 200910 6月 2009

出版系列

名字Poromechanics IV - 4th Biot Conference on Poromechanics

Conference

Conference4th Biot Conference on Poromechanics
國家/地區美國
城市New York
期間8/06/0910/06/09

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