Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Fangfang Diao"'
Publikováno v:
Advances in Materials Science and Engineering, Vol 2023 (2023)
Flexural toppling is typically observed in anti-dip bedding rock slopes with a set of steeply dipping parallel joints against the slope face. This failure occurs due to the bending of rock strata, similar to cantilever beams. However, the exact failu
Externí odkaz:
https://doaj.org/article/dfbbbbc6ed35407ba5c611b93452990d
Autor:
Xin Qu, Fangfang Diao
Publikováno v:
Frontiers in Earth Science, Vol 10 (2022)
The failure mechanism of hard anti-inclined bedded rock slopes with the possibility of undergoing flexural toppling is very complex so that it is difficult to effectively perform their stability assessment. In this study, an attempt was made to accur
Externí odkaz:
https://doaj.org/article/15c83401aadd47dba0f58842190e02a7
Autor:
Xin Qu, Fangfang Diao
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
According to the results of the physical model tests, the failure plane of an anaclinal layered rock slope was a linear-type plane at an angle above the plane normal to the discontinuities, and the failure mode of rock strata was bending tension. How
Externí odkaz:
https://doaj.org/article/fca5858a3d92465a8ef78c688be371c2
Publikováno v:
Advances in Materials Science and Engineering, Vol 2020 (2020)
As it is very difficult to construct conforming plate elements and the solutions achieved with conforming elements yield inferior accuracy to those achieved with nonconforming elements on many occasions, nonconforming elements, especially Adini’s e
Externí odkaz:
https://doaj.org/article/4238713dbeca443c9de1eb9ca21eefb0
Publikováno v:
Journal of Mechanics of Materials and Structures. 15:325-344
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ac5c5c6edffc5a78577bbf9a4a748d6
https://doi.org/10.2140/jomms.2020.15.325
https://doi.org/10.2140/jomms.2020.15.325
Autor:
Fangfang Diao, Xin Qu
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
According to the results of the physical model tests, the failure plane of an anaclinal layered rock slope was a linear-type plane at an angle above the plane normal to the discontinuities, and the failure mode of rock strata was bending tension. How
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::244cd4541de6453ba620b04afff6c74c
https://doi.org/10.1155/2020/5732596
https://doi.org/10.1155/2020/5732596
Publikováno v:
Arabian Journal of Geosciences. 14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f442b1f1e6e03df0d640a1c02cbb67b
https://doi.org/10.1007/s12517-021-08216-7
https://doi.org/10.1007/s12517-021-08216-7
Publikováno v:
Arabian Journal of Geosciences. 14
According to field investigations, the failure surfaces of a large number of hard thin-layered anaclinal rock slopes are bilinear-type surfaces, and the overall failure of such slopes is the results of the evolution of cross joints in most cases. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12f1d85b58f15020f0d7ecf5e1260fdf
https://doi.org/10.1007/s12517-021-07814-9
https://doi.org/10.1007/s12517-021-07814-9
Publikováno v:
Advances in Materials Science and Engineering, Vol 2020 (2020)
As it is very difficult to construct conforming plate elements and the solutions achieved with conforming elements yield inferior accuracy to those achieved with nonconforming elements on many occasions, nonconforming elements, especially Adini’s e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::73178d7e942e87c68c950dbb26bfe2d5
Autor:
Fangfang Diao, S. Shyam Sundar
Publikováno v:
Communication Research. 31:537-567
This study investigated the effects of pop-up windows and animation on online users’ orienting response and memory for Web advertisements. All participants (N = 60) in a mixed-design factorial experiment were exposed to four online portal Web sites
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef091569adced1390d606ba1b6872cff
https://doi.org/10.1177/0093650204267932
https://doi.org/10.1177/0093650204267932