<?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%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Abdelkader Noui, Toufik Karech &amp;</style></title></titles><dates><year><style  face="normal" font="default" size="100%">Submitted</style></year></dates><language><style face="normal" font="default" size="100%">eng</style></language></record><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%">Noui, Abdelkader</style></author><author><style face="normal" font="default" size="100%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Numerical investigation of dynamic behavior of foundation reinforced by stone columns using Finn model: Liquefaction mitigation</style></title></titles><dates><year><style  face="normal" font="default" size="100%">Submitted</style></year></dates><language><style face="normal" font="default" size="100%">eng</style></language></record><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%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Abdelkader Noui, Toufik Karech &amp;</style></title></titles><dates><year><style  face="normal" font="default" size="100%">Submitted</style></year></dates><language><style face="normal" font="default" 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font="default" size="100%">Noui, Abdelkader</style></author><author><style face="normal" font="default" size="100%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model</style></title><secondary-title><style face="normal" font="default" size="100%">Indian Geotechnical Journal</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2019</style></year></dates><publisher><style face="normal" font="default" size="100%">Springer</style></publisher><volume><style face="normal" font="default" size="100%">49</style></volume><pages><style face="normal" font="default" size="100%">255–264</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">3</style></issue></record><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%">Noui, Abdelkader</style></author><author><style face="normal" font="default" size="100%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model</style></title><secondary-title><style face="normal" font="default" size="100%">Indian Geotechnical Journal</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2019</style></year></dates><publisher><style face="normal" font="default" size="100%">Springer</style></publisher><volume><style face="normal" font="default" size="100%">49</style></volume><pages><style face="normal" font="default" size="100%">255–264</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">3</style></issue></record><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%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Benseghir, Abderahmen</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">The Behavior of Dam Foundation Reinforced by Stone Columns: Case Study of Kissir Dam-Jijel</style></title><secondary-title><style face="normal" font="default" size="100%">International Journal of Civil and Environmental Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2018</style></year></dates><volume><style face="normal" font="default" size="100%">11</style></volume><pages><style face="normal" font="default" size="100%">1187–1191</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">8</style></issue></record><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%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Benseghir, Abderahmen</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">The Behavior of Dam Foundation Reinforced by Stone Columns: Case Study of Kissir Dam-Jijel</style></title><secondary-title><style face="normal" font="default" size="100%">International Journal of Civil and Environmental Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2018</style></year></dates><volume><style face="normal" font="default" size="100%">11</style></volume><pages><style face="normal" font="default" size="100%">1187–1191</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">8</style></issue></record><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%">Houda, Gasmi</style></author><author><style face="normal" font="default" size="100%">Tayeb, Bouzid</style></author><author><style face="normal" font="default" size="100%">Yahiaoui, D</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Key parameters influencing performance and failure modes for interaction soil–pile–structure system under lateral loading</style></title><secondary-title><style face="normal" font="default" size="100%">Asian Journal of Civil Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2018</style></year></dates><publisher><style face="normal" font="default" size="100%">Springer</style></publisher><volume><style face="normal" font="default" size="100%">19</style></volume><pages><style face="normal" font="default" size="100%">355–373</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">3</style></issue></record><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%">Bezih, Kamel</style></author><author><style face="normal" font="default" size="100%">Chateauneuf, Alaa</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author><author><style face="normal" font="default" size="100%">Kalla, Mehdi</style></author><author><style face="normal" font="default" size="100%">Bacconnet, Claude</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">SOIL SCIENCES</style></title><secondary-title><style face="normal" font="default" size="100%">J Geol</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2017</style></year></dates><volume><style face="normal" font="default" size="100%">6</style></volume><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">6</style></issue></record><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%">Bezih, Kamel</style></author><author><style face="normal" font="default" size="100%">Chateauneuf, Alaa</style></author><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author><author><style face="normal" font="default" size="100%">Kalla, Mehdi</style></author><author><style face="normal" font="default" size="100%">Bacconnet, Claude</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">SOIL SCIENCES</style></title><secondary-title><style face="normal" font="default" size="100%">J Geol</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2017</style></year></dates><volume><style face="normal" font="default" size="100%">6</style></volume><language><style face="normal" font="default" size="100%">eng</style></language><issue><style face="normal" font="default" size="100%">6</style></issue></record><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>32</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">SAADI, Mohamed</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Comportement des structures métalliques avec assemblage semi-rigide en zone sismique</style></title></titles><dates><year><style  face="normal" font="default" size="100%">2014</style></year></dates><publisher><style face="normal" font="default" size="100%">Université de Batna 2</style></publisher><language><style face="normal" font="default" size="100%">eng</style></language><work-type><style face="normal" font="default" size="100%">mastersphd</style></work-type></record><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>32</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">SAADI, Mohamed</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Comportement des structures métalliques avec assemblage semi-rigide en zone sismique</style></title></titles><dates><year><style  face="normal" font="default" size="100%">2014</style></year></dates><publisher><style face="normal" font="default" size="100%">Université de Batna 2</style></publisher><language><style face="normal" font="default" size="100%">eng</style></language><work-type><style face="normal" font="default" size="100%">phd</style></work-type></record><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%">Tayeb Bouzid</style></author><author><style face="normal" font="default" size="100%">K demagh</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads</style></title><secondary-title><style face="normal" font="default" size="100%">Slovak Journal of Civil Engineering XIX(1)</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2011</style></year></dates><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">Reinforced and concrete-encased composite columns of arbitrarily shaped cross sections subjected to biaxial bending and axial loads are commonly used in many structures. For this purpose, an iterative numerical procedure for the strength analysis and design of short and slender reinforced concrete columns with a square cross section under biaxial bending and an axial load by using an EC2 stress-strain model is presented in this paper. The computational procedure takes into account the nonlinear behavior of the materials (i.e., concrete and reinforcing bars) and includes the second - order effects due to the additional eccentricity of the applied axial load by the Moment Magnification Method. The ability of the proposed method and its formulation has been tested by comparing its results with the experimental ones reported by some authors. This comparison has shown that a good degree of agreement and accuracy between the experimental and theoretical results have been obtained. An average ratio (proposed to test) of 1.06 with a deviation of 9% is achieved.Practical method for analysis and design of slender reinforced concrete columns... |&amp;nbsp;</style></abstract></record><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%">Tayeb Bouzid</style></author><author><style face="normal" font="default" size="100%">K demagh</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads</style></title><secondary-title><style face="normal" font="default" size="100%"> Slovak Journal of Civil Engineering XIX(1)</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2011</style></year></dates><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">Reinforced and concrete-encased composite columns of arbitrarily shaped cross sections subjected to biaxial bending and axial loads are commonly used in many structures. For this purpose, an iterative numerical procedure for the strength analysis and design of short and slender reinforced concrete columns with a square cross section under biaxial bending and an axial load by using an EC2 stress-strain model is presented in this paper. The computational procedure takes into account the nonlinear behavior of the materials (i.e., concrete and reinforcing bars) and includes the second - order effects due to the additional eccentricity of the applied axial load by the Moment Magnification Method. The ability of the proposed method and its formulation has been tested by comparing its results with the experimental ones reported by some authors. This comparison has shown that a good degree of agreement and accuracy between the experimental and theoretical results have been obtained. An average ratio (proposed to test) of 1.06 with a deviation of 9% is achieved.&lt;br&gt;&lt;i&gt;Practical method for analysis and design of slender reinforced concrete columns... |&amp;nbsp;&lt;/i&gt;</style></abstract></record><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>32</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Investigation on the behaviour of THR fish-eye lens with respect to the different mathematical models used in close-range photogrammetry</style></title></titles><dates><year><style  face="normal" font="default" size="100%">1986</style></year></dates><publisher><style face="normal" font="default" size="100%">University of Washington</style></publisher><language><style face="normal" font="default" size="100%">eng</style></language><work-type><style face="normal" font="default" size="100%">mastersphd</style></work-type></record><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>32</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Tayeb Bouzid</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Investigation on the behaviour of THR fish-eye lens with respect to the different mathematical models used in close-range photogrammetry</style></title></titles><dates><year><style  face="normal" font="default" size="100%">1986</style></year></dates><publisher><style face="normal" font="default" size="100%">University of Washington</style></publisher><language><style face="normal" font="default" size="100%">eng</style></language><work-type><style face="normal" font="default" size="100%">phd</style></work-type></record></records></xml>