Have a personal or library account? Click to login
Tunnel support design by comparison of empirical and finite element analysis of the Nahakki tunnel in mohmand agency, pakistan Cover

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

Open Access
|Apr 2016

References

  1. [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.2005.01.005
  2. [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/BF01239496
  3. [3] Bieniawski Z.T., Engineering rock mass classifications, John Wiley & Sons, 1989.
  4. [4] Hoek E., Carranza-Torres C., Corkum B., Hoek–Brown failure criterion, 2002 Edition, Proceedings of NARMSTAC Conference, Toronto 2002.
  5. [5] Brown E.T., Rock Characterization, testing and monitoring: ISRM Suggested methods, E.T. Brown (ed.), Oxford: Pergamon Press, 1981.
  6. [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.
  7. [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.2013.07.006
  8. [8] National Engineering Services Pakistan limited (NESPAK), Technical feasibility report Nahakki Road Tunnel 2013.
  9. [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.
  10. [10] Goodman R.E., Engineering geology: rock in engineering construction, John Wiley & Sons, 1993.
  11. [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.
  12. [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.
  13. [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-x
DOI: https://doi.org/10.1515/sgem-2016-0008 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 75 - 84
Published on: Apr 18, 2016
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2016 Asif Riaz, Syed Muhammad Jamil, Muhammad Asif, Kamran Akhtar, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.