<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="6.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Antão, A. N.</style></author><author><style face="normal" font="default" size="100%">Vicente da Silva, M.</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Three-dimensional Limit Analysis with Lade-Duncan criterion</style></title><secondary-title><style face="normal" font="default" size="100%">Géotechnique Letters</style></secondary-title></titles><keywords><keyword><style  face="normal" font="default" size="100%">Lade duncan</style></keyword><keyword><style  face="normal" font="default" size="100%">meuzinho</style></keyword></keywords><dates><year><style  face="normal" font="default" size="100%">2022</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">https://doi.org/10.1680/jgele.22.00015</style></url></web-urls></urls><number><style face="normal" font="default" size="100%">2</style></number><volume><style face="normal" font="default" size="100%">12</style></volume><pages><style face="normal" font="default" size="100%">1-21</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p&gt;The paper describes the three-dimensional numerical implementation of the Lade-Duncan criterion in a finite element limit analysis (FELA) code. Validation is done using examples with a known solution. To conclude the proposed numerical tool is applied to the calculation of the ultimate bearing capacity of square footing.&lt;/p&gt;
</style></abstract><notes><style face="normal" font="default" size="100%">n/a</style></notes></record></records></xml>