Zobrazeno 1 - 10
of 27
pro vyhledávání: '"YP Tsui"'
Publikováno v:
Soft Soil Engineering ISBN: 9780203739501
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff4ca7fa26b0555fafc32ebdca0c4da6
https://doi.org/10.1201/9780203739501-64
https://doi.org/10.1201/9780203739501-64
Publikováno v:
Neuroscience Research. 61:S1-S281
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::041691fa3c34e3469931e3793885c621
https://doi.org/10.1016/j.neures.2008.05.002
https://doi.org/10.1016/j.neures.2008.05.002
Publikováno v:
Rock Mechanics and Rock Engineering. 38:1-19
To understand the failure mechanism of quasi-brittle materials like rock under tensile stress, observations on the failure process of granite and marble plate specimens under tension are summarized and presented. Micro- and macro-failure properties o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e369544175633c6bcc8886d04e305474
https://doi.org/10.1007/s00603-004-0031-6
https://doi.org/10.1007/s00603-004-0031-6
Publikováno v:
Rock Mechanics and Rock Engineering. 37:251-275
Numerical simulations of circular holes under internal hydraulic pressure are carried out to investigate the hydraulic fracture initiation, propagation and breakdown behavior in rocks. The hydraulic pressure increases at a constant rate. The heteroge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2ea1a6ce6c7120545f04c774d0b7e95
https://doi.org/10.1007/s00603-003-0022-z
https://doi.org/10.1007/s00603-003-0022-z
Publikováno v:
Computers & Structures. 81:2621-2630
A boundary collocation method is developed for analyzing cracked thin plates. Complex stress functions which satisfy the equilibrium equations of an infinite domain having a single crack are first derived. As the functions have also satisfied the str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f3312708655000b68c2da78aa7a6da0f
https://doi.org/10.1016/s0045-7949(03)00324-9
https://doi.org/10.1016/s0045-7949(03)00324-9
Publikováno v:
International Journal of Geomechanics. 3:84-98
The initiation, development, and coalescence of cracks when a rock specimen is loaded have been studied by various researchers. The current consensus is that such complex process is however not yet fully understood. In the present study, the problem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8e279c9f9e1b27a5704dab61b0849d8
https://doi.org/10.1061/(asce)1532-3641(2003)3:1(84)
https://doi.org/10.1061/(asce)1532-3641(2003)3:1(84)
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 40:785-794
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b5410b4d5a31bebc8b4ef2abff85e53
https://doi.org/10.1016/s1365-1609(03)00066-2
https://doi.org/10.1016/s1365-1609(03)00066-2
Publikováno v:
Computers and Geotechnics. 30:409-418
A semi-analytical and semi-numerical method is developed for the analysis of plate-layered soil systems. Applying a Hankel transform, an expression relating the surface settlement and the reaction of the layered soil is derived. Such a reaction can b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6dcbfd6ee8c51937c06d2a13c417d43b
https://doi.org/10.1016/s0266-352x(03)00014-4
https://doi.org/10.1016/s0266-352x(03)00014-4
Publikováno v:
Engineering Fracture Mechanics. 70:1115-1129
Kachanov proposed an approximate method for the analysis of multiple cracks by assuming that traction in each crack can be represented as a sum of a uniform component and a non-uniform component, and the interaction among the cracks are only due to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2ca6d6fbb8c370dde4e09f97aef8a5d5
https://doi.org/10.1016/s0013-7944(02)00096-6
https://doi.org/10.1016/s0013-7944(02)00096-6
Publikováno v:
Canadian Geotechnical Journal. 39:1302-1312
Discrete fracture network models can be used to study groundwater flow in fractured rock masses. However, one may find that it is not easy to apply such models to practical projects as it is difficult to investigate every fracture and measure its hyd
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::572d9f1ce04993c9af738c84c76cd7b4
https://doi.org/10.1139/t02-068
https://doi.org/10.1139/t02-068