<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>10</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Karech, Toufik</style></author><author><style face="normal" font="default" size="100%">Noui, Abdelkader</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Dynamic analysis of a compressible soil of foundation reinforced by mixed-module columns (CMM) and stone columns</style></title><secondary-title><style face="normal" font="default" size="100%">The 2019 World Congress on  Advances in Structural Engineering and Mechanics (ASEM19) , September 17 - 21,</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2019</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">http://www.i-asem.org/publication_conf/asem19/6.ES/XH5E.5.ES1357_5718F1.pdf</style></url></web-urls></urls><pub-location><style face="normal" font="default" size="100%">Jeju Island, Korea</style></pub-location><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p style=&quot;text-align: justify;&quot;&gt;
	This work presents a numerical analysis of the dynamic behavior of reinforcements of liquefiable loose sand by flexible columns (stone columns) and Mixed Module Columns (CMM). In this study, the numerical simulation was carried out in 3D difference element analysis. Using a Finn model for dynamic Pore-Pressure Generation and the foundation subjected to the variable-amplitude harmonic ground motion of the Boumerdes earthquake (2003). When the height of the rigid part of the CMM has 50% of the column, the behavior of the improvement soil is the same by stone columns under the foundation, also the increase in the rigid part decreases the settlement. Overall, the high recorded accelerations by CMM indicate the largely preservation of the foundation stiffness
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