Otwarty dostęp

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


Zacytuj

[1] Palmström A., Measurements of and correlations between block size and rock quality designation (RQD), Tunnels and Underground Space Technology, 2005, 20, 362–377.10.1016/j.tust.2005.01.005Search in Google Scholar

[2] Barton N., Lien R., Lunde J., Engineering classification of rock masses for the design of rock support, Rock Mechanics and Rock Engineering, 1974, 6(4), 189–236.10.1007/BF01239496Search in Google Scholar

[3] Bieniawski Z.T., Engineering rock mass classifications, John Wiley & Sons, 1989.Search in Google Scholar

[4] Hoek E., Carranza-Torres C., Corkum B., Hoek–Brown failure criterion, 2002 Edition, Proceedings of NARMSTAC Conference, Toronto 2002.Search in Google Scholar

[5] Brown E.T., Rock Characterization, testing and monitoring: ISRM Suggested methods, E.T. Brown (ed.), Oxford: Pergamon Press, 1981.Search in Google Scholar

[6] Kersten Lecture: Hoek E., Carranza-Torres C., Diederichs M.S., Corkum B., Integration of geotechnical and structure design in tunneling. Proceedings University of Minnesota 56th Annual Geotechnical Engineering Conference, Minneapolis 2008.Search in Google Scholar

[7] Naghia T., Kristina J., Design consideration for an underground room in a hard rock subjected to a high horizontal stress field at Rana Gruber, Norway, Tunneling and Underground Space Technology, 2013, 38, 205–212.10.1016/j.tust.2013.07.006Search in Google Scholar

[8] National Engineering Services Pakistan limited (NESPAK), Technical feasibility report Nahakki Road Tunnel 2013.Search in Google Scholar

[9] Phase2, ver. 7.017, 2006, A two-dimensional elasto-plastic finite element program and its user’s manual, by RocScience Inc, Toronto-Canada, 2006.Search in Google Scholar

[10] Goodman R.E., Engineering geology: rock in engineering construction, John Wiley & Sons, 1993.Search in Google Scholar

[11] RocLab, ver. 1.031, 2007. A software program for determining rock mass strength parameters based on the generalized Hoek–Brown failure ctriterion, by RocScience Inc., Toronto-Canada 2007.Search in Google Scholar

[12] Sonmez H., Ulusay R., A discussion on the Hoek–Brown failure criterion and suggested modification to the criterion verified by slope stability case studies, Yerbilimleri (Earth Sciences), 2002, 26, 77–99.Search in Google Scholar

[13] Vlachopoulos N., Diederichs M.S., Appropriate uses and limitations of 2D numerical analysis of tunnels and tunnel support response, Geotechnical and Geological Engineering, 2014, Vol. 32, 2, 469–488.10.1007/s10706-014-9727-xSearch in Google Scholar

eISSN:
2083-831X
ISSN:
0137-6365
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics