| Titre : | Limit loads for a shallow anchor/trapdoor embedded in a non-associative coulomb soil (2012) |
| Auteurs : | C. C. Smith, Auteur |
| Type de document : | Article : texte imprimé |
| Dans : | Géotechnique (Vol. 62 N° 7, Juillet 2012) |
| Article en page(s) : | pp. 563 –571 |
| Note générale : | Génie Civil |
| Langues : | Anglais |
| Tags : | 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 |
