Folgen
José Muralha
José Muralha
LNEC (Laboratório Nacional de Engenharia Civil)
Bestätigte E-Mail-Adresse bei lnec.pt
Titel
Zitiert von
Zitiert von
Jahr
ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version
J Muralha, G Grasselli, B Tatone, M Blümel, P Chryssanthakis, J Yujing
The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring …, 2013
3182013
Comparison of different techniques of tilt testing and basic friction angle variability assessment
LR Alejano, J González, J Muralha
Rock mechanics and rock engineering 45, 1023-1035, 2012
1172012
ISRM suggested method for determining the basic friction angle of planar rock surfaces by means of tilt tests
LR Alejano, J Muralha, R Ulusay, CC Li, I Pérez-Rey, H Karakul, ...
Rock Mechanics and Rock Engineering 51, 3853-3859, 2018
962018
Determination of the stress field in a mountainous granite rock mass
B Figueiredo, FH Cornet, L Lamas, J Muralha
International Journal of Rock Mechanics and Mining Sciences 72, 37-48, 2014
532014
Consideration on the laboratory estimate of the basic friction angle of rock joints
J González, N González-Pastoriza, U Castro, LR Alejano, J Muralha
Proceedings of the 2014 ISRM European Rock Mechanics Symposium (EUROCK 2014 …, 2014
372014
About LNEC experience on scale effects in the mechanical behaviour of joints
J Muralha, A Pinto Da Cunha
International workshop on scale effects in rock masses, 131-148, 1990
361990
Safety analysis of the left bank excavation slopes of Baihetan arch dam foundation using a discrete element model
M Espada, J Muralha, JV Lemos, Q Jiang, XT Feng, Q Fan, Y Fan
Rock Mechanics and Rock Engineering 51, 2597-2615, 2018
282018
Stability of rock blocks: evaluation of failure prohabilities by the Monte Carlo and the First Order Reliability Methods.-
J Muralha, U Trunk
Proc. Int. Sympos. on Assessment and Prevention of Failure Phenomena in Rock …, 1993
271993
A benchmark experiment to assess factors affecting tilt test results for sawcut rock surfaces
LR Alejano, J Muralha, R Ulusay, CC Li, I Pérez-Rey, H Karakul, ...
Rock Mechanics and Rock Engineering 50, 2547-2562, 2017
262017
Fractal dimension of joint roughness surfaces
J Muralha
Fractured and jointed rock masses, 205-212, 1995
241995
About LNEC experience on scale effects in the deformability of rock masses
A Pinto de Cunha, J Muralha
Int workshop on scale effects in rock masses, Loen. Ed. Balkema, 219 229, 1990
241990
A probabilistic approach to the stability of rock slopes
J Muralha
ISRM Congress, ISRM-7CONGRESS-1991-183, 1991
231991
An experience on the application of fractal theory to basic shear strength studies
J Muralha, JG Charrua-Graça
International symposium on rock joints, 667-671, 1990
211990
Close-Range Photogrammetry for 3D Rock Joint Roughness Evaluation
A Paixão, J Muralha, R Resende, E Fortunato
Rock Mechanics and Rock Engineering 55 (6), 3213-3233, 2022
202022
Analysis of scale effects in joint mechanical behaviour
J Muralha, A Pinto da Cunha
International workshop on scale effects in rock masses, 191-200, 1990
201990
Abordagem probabilística do comportamento mecânico de descontinuidades de maciços rochosos (Probabilistic approach to the mechanical behaviour of rock joints in rock masses)
J Muralha
Instituto Superior Técnico (IST/UL), Lisbon, 1996
19*1996
Rock joint topography: three-dimensional scanning and numerical analysis
R Resende, J Muralha, AL Ramos, E Fortunato
Géotechnique Letters 5 (4), 318-323, 2015
172015
Experimental study of factors controlling tilt-test results performed on saw-cut rock joints
I Perez-Rey, LR Alejano, J Muralha
GEOTECHNICAL TESTING JOURNAL 42 (2), 307-330, 2019
142019
The role of tilting rate and wear of surfaces on basic friction angle testing
I Pérez-Rey, LR Alejano, J Arzúa, J Muralha
Rock Mechanics and Rock Engineering: From the Past to the Future, 235-240, 2016
142016
Determination of in situ stresses using large flat jack tests
B Figueiredo, L Lamas, J Muralha
ISRM International Symposium-6th Asian Rock Mechanics Symposium, 2010
132010
Das System kann den Vorgang jetzt nicht ausführen. Versuchen Sie es später erneut.
Artikel 1–20