Documents disponibles écrits par cet auteur

Deep mixing induced property changes in surrounding sensitive marine clays / Shui-Long Shen in Journal of geotechnical and geoenvironmental engineering, Vol. 134 N° 6 (Juin 2008) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N° 6 (Juin 2008) . - pp. 845–854 Titre : Deep mixing induced property changes in surrounding sensitive marine clays Type de document : texte imprimé Auteurs : Shui-Long Shen, Auteur ; Jie Han, Auteur ; Yan-Jun Du, Auteur Année de publication : 2010 Article en page(s) : pp. 845–854 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Soil  mixing  Clays  Field  tests  Soil  properties  Cracking  Shear  strength  Diffusion Résumé : This paper presents a field study of installation effects of deep mixed columns on properties of the sensitive Ariake marine clay. Cone penetration tests were performed in the field to evaluate the change in the strength of the surrounding clay with time. Soil samples were taken before and after column installation to evaluate variations of physical, mechanical, and chemical properties of the surrounding clay. Test results indicated that the water content of the surrounding clay decreased while the concentration of cations increased as sampling locations approached the columns. Shear strength of the surrounding clay decreased during the installation but recovered after a short period of curing. Shear strength continued to increase with time over a period of 70days . Based on the regression results, the surrounding soil after the installation of the columns took approximately 10days to recover to the strength value before installation. On average, the shear strength of the surrounding clay increased over the original strength by approximately 23% after 40days and 50% after 70days , respectively. Discussion is presented on strength changes and key influence factors including soil disturbance and fracturing, thixotropy, consolidation, and diffusion of cations from deep mixed columns to the surrounding clay. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A6%2884 [...] [article] Deep mixing induced property changes in surrounding sensitive marine clays [texte imprimé] / Shui-Long Shen, Auteur ; Jie Han, Auteur ; Yan-Jun Du, Auteur . - 2010 . - pp. 845–854. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N° 6 (Juin 2008) . - pp. 845–854 Mots-clés : Soil  mixing  Clays  Field  tests  Soil  properties  Cracking  Shear  strength  Diffusion Résumé : This paper presents a field study of installation effects of deep mixed columns on properties of the sensitive Ariake marine clay. Cone penetration tests were performed in the field to evaluate the change in the strength of the surrounding clay with time. Soil samples were taken before and after column installation to evaluate variations of physical, mechanical, and chemical properties of the surrounding clay. Test results indicated that the water content of the surrounding clay decreased while the concentration of cations increased as sampling locations approached the columns. Shear strength of the surrounding clay decreased during the installation but recovered after a short period of curing. Shear strength continued to increase with time over a period of 70days . Based on the regression results, the surrounding soil after the installation of the columns took approximately 10days to recover to the strength value before installation. On average, the shear strength of the surrounding clay increased over the original strength by approximately 23% after 40days and 50% after 70days , respectively. Discussion is presented on strength changes and key influence factors including soil disturbance and fracturing, thixotropy, consolidation, and diffusion of cations from deep mixed columns to the surrounding clay. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A6%2884 [...]