Investigating the effect of discontinuity geometrical parameters on the TBM performance in hard rock

Author:

Afrasiabi Navid,Rafiee RaminORCID,Noroozi Mehdi

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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