Limit loads for a shallow anchor/trapdoor embedded in a non-associative coulomb soil / C. C. Smith in Géotechnique, Vol. 62 N° 7 (Juillet 2012)  

Public ISBD [article]  inGéotechnique > Vol. 62 N° 7 (Juillet 2012) . - pp. 563 –571 Titre : Limit loads for a shallow anchor/trapdoor embedded in a non-associative coulomb soil Type de document : texte imprimé Auteurs : C. C. Smith, Auteur Année de publication : 2012 Article en page(s) : pp. 563 –571 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Aanchors Plasticity Limit state design/analysis Résumé : A theoretical methodology for determining the range of possible plane-strain limit loads acting on an anchor or trapdoor buried within a non-associative Coulomb soil is presented. Solutions are given for shallow anchors and trapdoors underlying both weightless soil with surface load and soil possessing self-weight with no surface load. A method for determining limit loads for combined scenarios is additionally outlined. Solutions are shown to correlate favourably with experimental and finite-element data in the literature. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.136 [article] Limit loads for a shallow anchor/trapdoor embedded in a non-associative coulomb soil [texte imprimé] / C. C. Smith, Auteur . - 2012 . - pp. 563 –571. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 62 N° 7 (Juillet 2012) . - pp. 563 –571 Mots-clés : Aanchors Plasticity Limit state design/analysis Résumé : A theoretical methodology for determining the range of possible plane-strain limit loads acting on an anchor or trapdoor buried within a non-associative Coulomb soil is presented. Solutions are given for shallow anchors and trapdoors underlying both weightless soil with surface load and soil possessing self-weight with no surface load. A method for determining limit loads for combined scenarios is additionally outlined. Solutions are shown to correlate favourably with experimental and finite-element data in the literature. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.136

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