<?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><author><style face="normal" font="default" size="100%">N. Monteiro</style></author><author><style face="normal" font="default" size="100%">N. Deusdado</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Upper and lower bounds for three-dimensional undrained stability of shallow tunnels</style></title><secondary-title><style face="normal" font="default" size="100%">Transportation Geotechnics</style></secondary-title></titles><keywords><keyword><style  face="normal" font="default" size="100%">Alternating direction method of multipliers</style></keyword><keyword><style  face="normal" font="default" size="100%">Finite elements</style></keyword><keyword><style  face="normal" font="default" size="100%">limit analysis</style></keyword><keyword><style  face="normal" font="default" size="100%">Tunnel face undrained stability</style></keyword></keywords><dates><year><style  face="normal" font="default" size="100%">2021</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">http://www.sciencedirect.com/science/article/pii/S2214391220303792</style></url></web-urls></urls><volume><style face="normal" font="default" size="100%">27</style></volume><pages><style face="normal" font="default" size="100%">100491</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p&gt;This paper deals with the determination of upper and lower bounds for the three-dimensional undrained stability of shallow tunnels. The tunnel is circular and a distance between its face and its lining is considered. The soil shear strength is modeled using the Tresca criterion. Results of the upper and lower bounds of the stability number are presented, for several geometrical and resistance configurations and their comparison with previous results is made, showing the clear improvement obtained. Finally, equations approaching the stability number are proposed.&lt;/p&gt;
</style></abstract><notes><style face="normal" font="default" size="100%">n/a</style></notes></record></records></xml>