Nicholas Vlachopoulos
TitleCited byYear
Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels
N Vlachopoulos, MS Diederichs
Rock mechanics and rock engineering 42 (2), 131-146, 2009
2232009
The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls
RJ Bathurst, N Vlachopoulos, DL Walters, PG Burgess, TM Allen
Canadian Geotechnical Journal 43 (12), 1225-1237, 2006
1092006
Full scale testing of geosynthetic reinforced walls
RJ Bathurst, D Walters, N Vlachopoulos, P Burgess, TM Allen
GeoDenver 2000 CongressAmerican Society of Civil Engineers, 2000
1012000
Appropriate uses and practical limitations of 2D numerical analysis of tunnels and tunnel support response
N Vlachopoulos, MS Diederichs
Geotechnical and Geological Engineering 32 (2), 469-488, 2014
632014
Umbrella arch nomenclature and selection methodology for temporary support systems for the design and construction of tunnels
J Oke, N Vlachopoulos, V Marinos
Geotechnical and geological engineering 32 (1), 97-130, 2014
212014
Investigating the scale-dependency of the geometrical and mechanical properties of a moderately jointed rock using a synthetic rock mass (SRM) approach
K Farahmand, I Vazaios, MS Diederichs, N Vlachopoulos
Computers and Geotechnics 95, 162-179, 2018
172018
Source location error analysis and optimization methods
M Ge
Journal of Rock Mechanics and Geotechnical Engineering 4 (1), 1-10, 2012
172012
Tunnel behaviour associated with the weak Alpine rock masses of the Driskos Twin Tunnel system, Egnatia Odos Highway
N Vlachopoulos, MS Diederichs, V Marinos, P Marinos
Canadian Geotechnical Journal 50 (1), 91-120, 2013
152013
Numerical analyses in the design of umbrella arch systems
J Oke, N Vlachopoulos, MS Diederichs
Journal of Rock Mechanics and Geotechnical Engineering 6 (6), 546-564, 2014
142014
Reply to the discussions on “The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls”
RJ Bathurst, NP Vlachopoulos, DL Walters, PG Burgess, TM Allen
Canadian Geotechnical Journal 44 (12), 1484-1490, 2007
132007
The pre-support nomenclature and support selection methodology for temporary support systems within weak rock masses
J Oke, N Vlachopoulos, V Marinos
Geotechnical and Geological Engineering, 2013
112013
Integration of Lidar-based structural input and discrete fracture network generation for underground applications
I Vazaios, N Vlachopoulos, MS Diederichs
Geotechnical and Geological Engineering 35 (5), 2227-2251, 2017
102017
The influence of jaw's curvature on the results of the Brazilian disc test
CF Markides, SK Kourkoulis
Journal of Rock Mechanics and Geotechnical Engineering 8 (2), 127-146, 2016
102016
Journal of Rock Mechanics and Geotechnical Engineering
X Li
Journal of Rock Mechanics and Geotechnical Engineering 7, 298e305, 2015
10*2015
Advance online publication
J Oke, N Vlachopoulos, MS Diederichs
Journal of Rock Mechanics and Geotechnical Engineering 6 (6), 546-564, 2014
102014
Modification of the supported longitudinal displacement profile for tunnel face convergence in weak rock
J Oke, N Vlachopoulos, MS Diederichs
47th US Rock Mechanics/Geomechanics Symposium, 2013
82013
Improved input parameters and numerical analysis techniques for temporary support of underground excavations in weak rock
J Oke, N Vlachopoulos, MS Diederichs
RockEng. Edmonton, 2012
82012
A new optical sensing technique for monitoring shear of rock bolts
B Forbes, N Vlachopoulos, AJ Hyett, MS Diederichs
Tunnelling and Underground Space Technology 66, 34-46, 2017
72017
Revisiting support optimization at the Driskos tunnel using a quantitative risk approach
JC Langford, N Vlachopoulos, MS Diederichs
Journal of Rock Mechanics and Geotechnical Engineering 8 (2), 147-163, 2016
72016
Semi-analytical model of an umbrella arch employed in hydrostatic tunnelling conditions
J Oke, N Vlachopoulos, MS Diederichs
48th US Rock Mechanics/Geomechanics Symposium, 2014
72014
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Articles 1–20