Consolidation of soft clay foundations reinforced by stone columns under time-dependent loadings / Guocai Wang in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N° 12 (Décembre 2009)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 135 N° 12 (Décembre 2009) . - pp. 1922–1931 Titre : Consolidation of soft clay foundations reinforced by stone columns under time-dependent loadings Type de document : texte imprimé Auteurs : Guocai Wang, Auteur Année de publication : 2010 Article en page(s) : pp. 1922–1931 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Soil consolidationSoft soilsClaysFoundationsTime dependenceLoad factorsStone column Résumé : This paper presents an analytical solution for the consolidation of soft soil foundations reinforced by stone columns under time-dependent loadings. The differential equations of the foundations reinforced by stone columns are obtained including smear and well resistance under arbitrary applied loadings. The closed-form solutions of pore pressure and the overall average degree of consolidations are obtained for some common types of loadings, such as step loading, ramp loading, and cyclic trapezoidal loading. By solving the equations using a semianalytical method, the comparisons agree very well with the existing analytical solutions, which verify the correctness and accuracy of the proposed methods. Using the solutions obtained, some selected charts are presented and the relevant consolidation behavior is investigated and discussed. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000178 [article] Consolidation of soft clay foundations reinforced by stone columns under time-dependent loadings [texte imprimé] / Guocai Wang, Auteur . - 2010 . - pp. 1922–1931. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 12 (Décembre 2009) . - pp. 1922–1931 Mots-clés : Soil consolidationSoft soilsClaysFoundationsTime dependenceLoad factorsStone column Résumé : This paper presents an analytical solution for the consolidation of soft soil foundations reinforced by stone columns under time-dependent loadings. The differential equations of the foundations reinforced by stone columns are obtained including smear and well resistance under arbitrary applied loadings. The closed-form solutions of pore pressure and the overall average degree of consolidations are obtained for some common types of loadings, such as step loading, ramp loading, and cyclic trapezoidal loading. By solving the equations using a semianalytical method, the comparisons agree very well with the existing analytical solutions, which verify the correctness and accuracy of the proposed methods. Using the solutions obtained, some selected charts are presented and the relevant consolidation behavior is investigated and discussed. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000178

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