Drupal-Biblio17<style face="normal" font="default" size="100%">Effects of drying-wetting cycles on the salinity and the mechanical behavior of sebkha soils. A case study from Ain M&#39;Lila, Algeria</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Numerical Evaluation of Soil-Pile-Structure Interaction Effects in Nonlinear Analysis of Seismic Fragility Curves</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Effects of drying-wetting cycles on the salinity and the mechanical behavior of sebkha soils. A case study from Ain M&#39;Lila, Algeria</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Etude de l&#39;effet des cavités sur la capacité portante de deux fondations superficielles interférées reposant sur un sol granulaire</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Performance Assessment of Interaction Soil Pile Structure Using the Fragility Methodology</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Author Correction: Numerical Evaluation of Soil-Pile-Structure Interaction Effects in Nonlinear Analysis of Seismic Fragility Curves</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Model experiments to assess effect of eccentric loading on the ultimate bearing capacity of a strip footing near a dry sand slope</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Numerical Evaluation of Soil-Pile-Structure Interaction Effects in Nonlinear Analysis of Seismic Fragility Curves</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Inelastic Response of Soil-Pile-Structure Interaction System under Lateral Loading: A Parametric Study</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Model experiments to assess effect of cavities on bearing capacity of two interfering superficial foundations resting on granular soil</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Numerical Analysis of Bearing Capacity of Strip Footing Built on Geogrid-Reinforced Sand Slope Over Soft Clay Layer (revised version 3)</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Numerical study on the optimal position of a pile for stabilization purpose of a slope</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Study of the effect of waste glass fibers incorporation on the collapsible soil stability behavior</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Effective width rule in the analysis of footing on reinforced sand slope</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Experimental bearing capacity of eccentrically loaded foundation near a slope</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Microstructure and geotechnical characteristics of a highly plastic clay treated by magnesium chloride</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Interference Effect of Nearby Strip Footings Resting on a Bilayer Granular Soil</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Model experiments to assess effect of eccentric loading on the ultimate bearing capacity of a strip footing near a dry sand slope</style>Drupal-Biblio17<style face="normal" font="default" size="100%">The Swelling and Shrinkage Properties of Clay-Rich Soils after Cement Treatment A Microstructural Approach</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Treatment of a collapsible soil using a bentonite–cement mixture</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Experimental study of the effect of the glass fibers on reducing collapse of a collapsible soil</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Numerical Study of the Failure Surface in Granular Soil Under Two Closely Spaced Strip Footings</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Study of the influence of the saline solution NaCl on the potential collapse of soil</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Study of the microstructure of a collapsible soil flooded with NaCl saline</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Study of the microstructure of collapsible soil treated with the potassium chloride</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Effect of sodium chloride on the wetting induced collapse strain of soils</style>Drupal-Biblio17<style face="normal" font="default" size="100%">STUDY OF THE EFFECT OF LIME ON SOIL POTENTIAL FOR COLLAPSE BY THE METHOD OF CONSOLIDATION DOUBLE</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Traitement d’un sol à éffondrement brusque par le ciment en utilisant la méthode double consolidation</style>Drupal-Biblio10<style face="normal" font="default" size="100%">ANALYSE NUMÉRIQUE DE L&rsquo;INFLUENCE DES PARAMÈTRES GÉOTECHNIQUES ET DE MODÉLISATION SUR LE COMPORTEMENT D&rsquo;UNE PAROI MOULÉE TIRANTÉE</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Traitement d’un sol á effondrement brusque par la chaux lime stabilisation of a collapsible soil</style>Drupal-Biblio17<style face="normal" font="default" size="100%">L&rsquo;ultrason comme approche pour la prédiction des sols affaissables non saturés</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Prédiction de l&#39;affaissement des sols côtiers par des essais ultrasoniques</style>Drupal-Biblio5<style face="normal" font="default" size="100%">Influence of relative density and clay fraction on soils collapse</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Etude de l'influence de la densité relative et l'indice de consistance sur le taux et l'amplitude de l'affaissement des sols</style>