Vertical and Horizontal Support Pressure Along The Kulekhani Iii Hep Tunnel Alignment, Nepal

Authors

  • Suman Panthee Central Department of Geology, Tribhuvan University, Kirtipur

DOI:

https://doi.org/10.3126/jist.v21i1.16062

Keywords:

Support pressure, Q-system, Stress, Support

Abstract

Support pressure obtained in tunnel is considered as stresses for applied support. Therefore, estimation of support pressure in tunnel is important task for tunnel support design. Several equations are proposed to estimate support pressures. In this study, Barton equation was used for estimation support pressures along the tunnel of Kulekhani III HEP. The calculated support pressures were highly dependent on Q value and joint characteristics. Vertical and horizontal support pressures in the Marble and Quartzite followed the pattern as followed by Q but for other rocks support pressures were not only dependent on Q but had high influence of the joint characteristics. Support pressures obtained from the equation can also be used to estimate support pressure to some extent but modification is necessary. The equations can be considered for obtaining maximum support pressures for support design.

Journal of Institute of Science and Technology

Volume 21, Issue 1, August 2016, page: 112-118

 

Downloads

Download data is not yet available.
Abstract
725
PDF
1800

Downloads

Published

2016-11-24

How to Cite

Panthee, S. (2016). Vertical and Horizontal Support Pressure Along The Kulekhani Iii Hep Tunnel Alignment, Nepal. Journal of Institute of Science and Technology, 21(1), 112–118. https://doi.org/10.3126/jist.v21i1.16062

Issue

Vol. 21 No. 1 (2016)

Section

Research Papers

License

The views and interpretations in this journal are those of the author(s). They are not attributable to the Institute of Science and Technology, T.U. and do not imply the expression of any opinion concerning the legal status of any country, territory, city, area of its authorities, or concerning the delimitation of its frontiers of boundaries.

The copyright of the articles is held by the Institute of Science and Technology, T.U.