Tunnel support design by comparison of empirical and finite element analysis of the Nahakki tunnel in mohmand agency, pakistan

Publié en ligne: 18 avr. 2016

Pages: 75 - 84

DOI: https://doi.org/10.1515/sgem-2016-0008

Mots clés

rock mass strength parameters, rock mass classification, FEM analysis, Phase2, tunnel support design

© 2016 Asif Riaz et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.