<?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%">Beghloul, Mohammed</style></author><author><style face="normal" font="default" size="100%">Demagh, Rafik</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Prediction of surface trough due to shield tunnelling</style></title><secondary-title><style face="normal" font="default" size="100%">The XVII European Conference on Soil Mechanics and Geotechnical Engineering, 1-6 September,</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%">https://www.ecsmge-2019.com/uploads/2/1/7/9/21790806/proceedings-v1a.pdf.</style></url></web-urls></urls><pub-location><style face="normal" font="default" size="100%">Reykjavik, Iceland</style></pub-location><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">In this study, the surface settlement induced by shield TBM excavation is simulated by using finite differences code Flac-3D. The proposed three dimensional simulation procedure is taking into account the main features of slurry shield TBM. The line D subway project in Lyon is chosen to validate the numerical simulations. The comparison of the numerical simulation results with the in-situ measurements shows that the proposed 3D simulation is relevant, in particular in the adopted representation for the different operations achieved by the tunnel boring machine.</style></abstract></record></records></xml>