Zobrazeno 1 - 10
of 93
pro vyhledávání: '"R Paul Young"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract Understanding earthquake nucleation is vital for predicting and mitigating seismic events, saving lives, and enhancing construction practices in earthquake-prone areas. Cascade triggering and preslip triggering are prevalent theories, posing
Externí odkaz:
https://doaj.org/article/7cad057ec39e41aca7e6f342b7411ff0
Publikováno v:
Frontiers in Earth Science, Vol 2 (2014)
Understanding different seismic signals recorded in active volcanic regions allows geoscientists to derive insight into the processes that generate them. A key type is known as Low Frequency or Long Period (LP) event, generally understood to be gener
Externí odkaz:
https://doaj.org/article/79505f810b3b45fc81d0e8090304b327
Publikováno v:
International Journal of Coal Science & Technology, Vol 9, Iss 1, Pp 1-16 (2022)
Abstract This study presents an example illustrating the role of in situ 3D stress path method in simulating the roof damage development observed in the Mine-by tunnel at Underground Research Laboratory (URL) located in Manitoba, Canada. The 3D stres
Externí odkaz:
https://doaj.org/article/a1223ddf2b4a4fe1afece1089696532d
Publikováno v:
Geophysical Journal International. 231:552-566
SUMMARY Numerical simulation of non-linear elastic wave propagation in rocks is indispensable for understanding stress/damage dependence of wave velocity changes and the associated micromechanisms. A numerical microstructural model is presented here
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92fb0351759d860da94edfb21e116f12
https://doi.org/10.1093/gji/ggac203
https://doi.org/10.1093/gji/ggac203
Discrete-element-method (DEM) codes were developed in the field of rock mechanics. Compared to continuum codes, it has many advantages such as allowing larger grain displacements, detachment of grains, and simulation of discrete fractures. However, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da68a55efc2d630a02477281140e3009
https://doi.org/10.21203/rs.3.rs-2298900/v1
https://doi.org/10.21203/rs.3.rs-2298900/v1
Autor:
R. Paul Young, Qingsheng Bai
Publikováno v:
Rock Mechanics and Rock Engineering. 53:133-151
Investigations on the Posiva Olkiluoto spalling experiment (POSE) at the nuclear waste disposal site in Olkiluoto, western Finland, have revealed that the presence of anisotropic veined gneiss (VGN) could affect the evaluation of spalling/damage stre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c16ddb2cd8045990667d59d0d1bb3960
https://doi.org/10.1007/s00603-019-01898-2
https://doi.org/10.1007/s00603-019-01898-2
Publikováno v:
Rock Mechanics and Rock Engineering. 52:3971-3986
Underground excavation causes rock damage, affecting its stability and fluid transport properties. Traditional experiments usually use loading regime (compressive tests) to damage the sample. However, they cannot mimic realistic in situ conditions wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c59a8611ac80556365af006b82b8fcfc
https://doi.org/10.1007/s00603-019-01824-6
https://doi.org/10.1007/s00603-019-01824-6
Publikováno v:
Advances in Geosciences, Vol 45, Pp 167-176 (2018)
A careful comparison of rock behaviour at different scales is essential to determine if laboratory experiments can be useful for understanding the field scale. This research aims to investigate the scaling effect on rock behaviour by comparing P-wave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a39df1057c2b2197302c47e2142c2473
https://adgeo.copernicus.org/articles/45/167/2018/
https://adgeo.copernicus.org/articles/45/167/2018/
Autor:
Xueping Zhao, R. Paul Young
Publikováno v:
GEOPHYSICS. 76:WC167-WC180
The interaction between hydraulic and natural fractures is of great interest for the energy resource industry because natural fractures can significantly influence the overall geometry and effectiveness of hydraulic fractures. Microseismic monitoring
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f2be364e44ba654b409f41c631ba5e0
https://doi.org/10.1190/geo2011-0025.1
https://doi.org/10.1190/geo2011-0025.1
Autor:
Ivan Gil, Matthew Pierce, Will Pettitt, Loren Lorig, Neal Borden Nagel, James F. Hazzard, J.M. Reyes-Montes, Charles Fairhurst, Marisela Sanchez, Branko Damjanac, R. Paul Young
Publikováno v:
The Leading Edge. 30:844-853
Fracture network engineering (FNE) involves the design, analysis, modeling, and monitoring of infield activities aimed at enhancing or minimizing rock mass disturbance. FNE relies specifically on advanced techniques to model fractured rock masses and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37dd20b0533301f7c281157fe5244d14
https://doi.org/10.1190/1.3626490
https://doi.org/10.1190/1.3626490