Drupal-Biblio17<style face="normal" font="default" size="100%">Computational Upper- and Lower-Bound 3D Limit Analysis Using the Hoek–Brown Yield Criterion</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Aánlise limite recorrendo ao critério de rotura de Matsuoka-Nakai estendido em condições de deformação plana</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A new Hoek-Brown-Matsuoka-Nakai failure criterion for rocks</style>Drupal-Biblio17<style face="normal" font="default" size="100%">On non-uniform plastic torsion of steel I-section cantilevers</style>Drupal-Biblio47<style face="normal" font="default" size="100%">PROBABILIDADE DE ROTURA DE TALUDES DE ESCAVAÇÃO DIMENSIONADOS DE ACORDO COM O EUROCÓDIGO 7. ESTUDO EXPLORATÓRIO</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Three-dimensional Limit Analysis using the Extended-Matsuoka–Nakai yield criterion</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Upper bounds for the three-dimensional seismic active earth pressure coefficients</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Three-dimensional Limit Analysis with Lade-Duncan criterion</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Upper and lower bounds for three-dimensional undrained stability of shallow tunnels</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Reliability assessment of shallow foundations on undrained soils considering soil spatial variability</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Lower and upper bound limit analysis via the alternating direction method of multipliers</style>Drupal-Biblio10<style face="normal" font="default" size="100%">The application of limit analysis to the study of the basal failure of deep excavations in clay considering the spatial distribution of soil strength</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Upper and lower bounds for the bearing apacity of foundations on soft soils with reinforcement columns</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Influência da truncatura em tracção na estabilidade em condições não drenadas de túneis superficiais sem suporte</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Two dimensional upper and lower-bound numerical analysis of the basal stability of deep excavations in clay</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Bearing capacity of shallow impervious footing in soil under sub-vertical seepage</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Influence of the Embedded Length on the Overall Stability of Single Anchored Retaining Walls</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Application of the Upper and Lower-Bound Theorems to Three-Dimensional Stability of Soil Slope</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Overall stability of anchored retaining structures: revisiting Broms' method</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Parallel 3D limit analysis via the alternating direction method of multipliers</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Flexible retaining structures supported by anchor beams: the problem of tie-rod length</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Pro- babilisti analysis of bearing apa ity of shallow foundations using three-dimensional limit analyses</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A novel augmented Lagrangian based formulation for upper bound limit analysis</style>Drupal-Biblio17<style face="normal" font="default" size="100%">An upper bound-based solution for the shape factors of bearing capacity of footings under drained conditions using a parallelized mixed f.e. formulation with quadratic velocity fields</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Passive earth-pressure coefficients by upper-bound numerical limit analysis</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A novel Augmented Lagrangian Approach for Limit Analysis Computations</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Determination of depth factors for the bearing capacity of shallow foundations in sand</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Upper bound limit analysis with a parallel mixed finite element formulation</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A non-linear programming method approach for upper bound limit analysis</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Limit analysis of anchored concrete soldier-pile walls in clay under vertical loading</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Cortinas tipo Berlim definitivas ancoradas em solos argilosos: a quest</style>