@proceedings {7122,
	title = {Prediction of surface trough due to shield tunnelling},
	journal = {The XVII European Conference on Soil Mechanics and Geotechnical Engineering, 1-6 September,},
	year = {2019},
	address = {Reykjavik, Iceland},
	abstract = {
	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.

},
	url = {https://www.ecsmge-2019.com/uploads/2/1/7/9/21790806/proceedings-v1a.pdf.},
	author = {Beghloul, Mohammed and Demagh, Rafik}
}
