Investigating the effect of discontinuity geometrical parameters on the TBM performance in hard rock
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference19 articles.
1. On the influence of discontinuities at the application of tunneling machines;Aeberli,1978
2. Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression;Bahaaddini;Comput. Geotech.,2013
3. Simultaneous effects of joint spacing and joint orientation on the penetration rate of a single disc cutter;Bejari;Mining Sci. Technol. (China),2011
4. Bruland, A. (2000). Hard rock tunnel boring (Doctoral dissertation, Fakultet for ingeniørvitenskap og teknologi).
5. Numerical study to estimate the cutting power on a disc cutter in jointed rock mass;Choi;KSCE J. Civ. Eng.,2016
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