Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Hung-Hui Li"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 3, Pp 545-554 (2018)
Intact rock-like specimens and specimens that include a single, smooth planar joint at various angles are prepared for split Hopkinson pressure bar (SHPB) testing. A buffer pad between the striker bar and the incident bar of an SHPB apparatus is used
Externí odkaz:
https://doaj.org/article/0c1b073bfd7b4dbc8bf3d1c06e58a2ae
Publikováno v:
Applied Sciences, Vol 10, Iss 15, p 5204 (2020)
Intact rock-like specimens and specimens that include a single planar joint or triangular sawteeth joint at various angles are prepared for split Hopkinson pressure bar (SHPB) testing at loading rates of 303.1–5233.6 GPa/s. Only results that are as
Externí odkaz:
https://doaj.org/article/458b80aedb5b4b6eacbcc567275aa361
Autor:
Hung-Hui Li, 李虹慧
103
This study analyzes whether the abnormal stock returns and abnormal stock trading volume exist as the stock firms were added to and deleted from the TSEC Taiwan Dividend+ Index. According to the empirical results of this study, the announcem
This study analyzes whether the abnormal stock returns and abnormal stock trading volume exist as the stock firms were added to and deleted from the TSEC Taiwan Dividend+ Index. According to the empirical results of this study, the announcem
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/71030019617379991559
Autor:
Hung-Hui Li, 李宏輝
96
Macroscopic mechanical properties of, such as uniaxial compressive strength and Young’s modulus were found to be significantly affected by their petrographic properties, e.g. the porosity n and the grain area ration GAR. The intricate relat
Macroscopic mechanical properties of, such as uniaxial compressive strength and Young’s modulus were found to be significantly affected by their petrographic properties, e.g. the porosity n and the grain area ration GAR. The intricate relat
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/82064577742086329457
Autor:
Hung-Hui Li, 李宏輝
89
The engineering behaviors of rock masses are deeply influenced by the mechanical properties of rock joints, and the influence factors include roughness, uni-axial compression strength and basic frictional angle of intact rock, the infilled ma
The engineering behaviors of rock masses are deeply influenced by the mechanical properties of rock joints, and the influence factors include roughness, uni-axial compression strength and basic frictional angle of intact rock, the infilled ma
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/30623188613109164116
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 153:105086
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8687fc1330e84e9657b68cb192cda827
https://doi.org/10.1016/j.ijrmms.2022.105086
https://doi.org/10.1016/j.ijrmms.2022.105086
Publikováno v:
Applied Sciences
Volume 10
Issue 15
Applied Sciences, Vol 10, Iss 5204, p 5204 (2020)
Volume 10
Issue 15
Applied Sciences, Vol 10, Iss 5204, p 5204 (2020)
Intact rock-like specimens and specimens that include a single planar joint or triangular sawteeth joint at various angles are prepared for split Hopkinson pressure bar (SHPB) testing at loading rates of 303.1&ndash
5233.6 GPa/s. Only results th
5233.6 GPa/s. Only results th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1c88a662ecb538780775761a0f16fc2
Publikováno v:
Engineering Geology. 243:168-180
A dip slope contains weak planes in the same dip direction along the slope face. In this study, a discrete element simulation was implemented to investigate the behavior of a dip slope under shaking table tests. The simulated dip slope model was firs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa3d30bc65d8bc57199c358d93796c94
https://doi.org/10.1016/j.enggeo.2018.07.005
https://doi.org/10.1016/j.enggeo.2018.07.005
Publikováno v:
Landslides. 15:1731-1743
This study investigated the effect of internal discontinuity on the dynamic response of a dip slope and evaluated the performance of Newmark’s theory on the sliding of a dip slope with multi-slip planes. A series of shaking table tests were perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32369dd2f4610ad76aec9645dc2328c1
https://doi.org/10.1007/s10346-018-0992-2
https://doi.org/10.1007/s10346-018-0992-2