<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Kiyyour, Sami</style></author><author><style face="normal" font="default" size="100%">Karech, Toufik</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Dynamic Behavior of a Wall Made of Jointed Bored Piles Reinforcedby Anchors in 2D and 3D, Case of the Ain‑Naadja Metro Station(Algiers)</style></title><secondary-title><style face="normal" font="default" size="100%">Iranian Journal of Science and Technology, Transactions of Civil Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2024</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">https://doi.org/10.1007/s40996-024-01419-4</style></url></web-urls></urls><volume><style face="normal" font="default" size="100%">49</style></volume><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">Soil reinforcement encompasses a set of techniques aimed at enhancing its mechanical or physical properties by introducing&lt;br&gt;inclusions that work under tension, compression, or flexion. Some of these techniques include soil nailing, anchor tiebacks,&lt;br&gt;micro-piles, bored piles, and ballasted columns. In this study, we analyze the behavior of a wall anchored by five anchor&lt;br&gt;tiebacks (model of the Ain-Naadja Station 02) subjected to seismic excitations based on the Boumerdes 2003 response&lt;br&gt;spectrum. The analysis is carried out using 2D and 3D finite element methods with the dynamic calculation software Plaxis&lt;br&gt;version 20. The obtained results are presented in terms of horizontal stresses, shear stresses, horizontal displacements, and&lt;br&gt;horizontal deformations over time along the wall (piles) at three different positions: the top, middle, and base of the wall.&lt;br&gt;This is done to anticipate the effect of seismic loading on the stability of the structure.</style></abstract><issue><style face="normal" font="default" size="100%">2</style></issue></record></records></xml>