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Auckpath Sawangsuriya, Tunwin Svasdisant and Poranic Jitareekul
The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adop...
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Stefano Stacul, Nunziante Squeglia and Francesco Morelli
A hybrid BEM-p-y curves approach was developed for the single pile analysis with free/fixed head restraint conditions. The method considers the soil non-linear behaviour by means of p-y curves in series to a multi-layered elastic half-space. The non-line...
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Abubeker Ahmed, Sigurdur Erlingsson
Pág. 748 - 757
This paper demonstrates the application of a generalized layered linear viscoelastic (LVE) analysis for estimating flexible pavements? structural response. The procedure is based on the Multi-Layered Elastic Theory (MLET) and the elastic-viscoelastic cor...
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