The progressive fracture of Lac du Bonnet granite CD Martin, NA Chandler International journal of rock mechanics and mining sciences & geomechanics …, 1994 | 1910 | 1994 |
A clumped particle model for rock N Cho, CD Martin, DC Sego International journal of rock mechanics and mining sciences 44 (7), 997-1010, 2007 | 1262 | 2007 |
Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength CD Martin Canadian Geotechnical Journal 34 (5), 698-725, 1997 | 1092 | 1997 |
Modeling brittle failure of rock V Hajiabdolmajid Rock Mechanics and Engineering Volume 1, 593-621, 2017 | 847 | 2017 |
The strength of massive Lac du Bonnet granite around underground openings CD Martin | 830 | 1993 |
Hoek-Brown parameters for predicting the depth of brittle failure around tunnels CD Martin, PK Kaiser, DR McCreath Canadian Geotechnical Journal 36 (1), 136-151, 1999 | 821 | 1999 |
Fracture initiation and propagation in intact rock–a review E Hoek, CD Martin Journal of Rock Mechanics and Geotechnical Engineering 6 (4), 287-300, 2014 | 712 | 2014 |
Effect of heterogeneity of brittle rock on micromechanical extensile behavior during compression loading H Lan, CD Martin, B Hu Journal of Geophysical Research: Solid Earth 115 (B1), 2010 | 590 | 2010 |
The strength of hard-rock pillars CD Martin, WG Maybee International Journal of Rock Mechanics and Mining Sciences 37 (8), 1239-1246, 2000 | 421 | 2000 |
Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks M Nicksiar, CD Martin Rock mechanics and rock engineering 45, 607-617, 2012 | 394 | 2012 |
Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock CD Martin, R Christiansson International Journal of Rock Mechanics and Mining Sciences 46 (2), 219-228, 2009 | 371 | 2009 |
Underground works in hard rock tunnelling and mining PK Kaiser, MS Diederichs, CD Martin, J Sharp, W Steiner ISRM international symposium, ISRM-IS-2000-021, 2000 | 366 | 2000 |
The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment P Blümling, F Bernier, P Lebon, CD Martin Physics and Chemistry of the Earth, Parts A/B/C 32 (8-14), 588-599, 2007 | 354 | 2007 |
Quantification of rock mass damage in underground excavations from microseismic event monitoring M Cai, PK Kaiser, CD Martin International Journal of Rock Mechanics and Mining Sciences 38 (8), 1135-1145, 2001 | 342 | 2001 |
Rapid subduction of organic matter by maldanid polychaetes on the North Carolina slope L Levin, N Blair, D DeMaster, G Plaia, W Fornes, C Martin, C Thomas | 310 | 1997 |
Stress, instability and design of underground excavations CD Martin, PK Kaiser, R Christiansson International Journal of Rock Mechanics and Mining Sciences 40 (7-8), 1027-1047, 2003 | 281 | 2003 |
RockFall analyst: A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling H Lan, CD Martin, CH Lim Computers & Geosciences 33 (2), 262-279, 2007 | 274 | 2007 |
Expected damage from displacement of slow-moving slides MF Mansour, NR Morgenstern, CD Martin Landslides 8, 117-131, 2011 | 214 | 2011 |
The Äspö pillar stability experiment: part II—rock mass response to coupled excavation-induced and thermal-induced stresses JC Andersson, CD Martin, H Stille International Journal of Rock Mechanics and Mining Sciences 46 (5), 879-895, 2009 | 206 | 2009 |
The mechanical behaviour of weak mudstone (Opalinus Clay) at low stresses AG Corkum, CD Martin International Journal of Rock Mechanics and Mining Sciences 44 (2), 196-209, 2007 | 198 | 2007 |