Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Wang Dingjian"'
Autor:
Wang, Dingjian, Yamashita, Yuko
Publikováno v:
Hitotsubashi Journal of Commerce and Management, 2018 Oct 01. 521 (52), 7-20.
Externí odkaz:
https://www.jstor.org/stable/45149342
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:5477-5497
Red-bed mudstone is widely distributed throughout the Three Gorges Reservoir Area, China. This geological material easily disintegrates into fragments during engineering activities. The potential factors that influence the disintegration (grain compo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22099ef4d32a03690a95f5b9acc110bc
https://doi.org/10.1007/s10064-020-01874-z
https://doi.org/10.1007/s10064-020-01874-z
Autor:
Wang, Dingjian1, Pan, Guixia1
Publikováno v:
BioMed Research International. 8/6/2019, p1-7. 7p.
Autor:
Wang, Dingjian1, Pan, Guixia1
Publikováno v:
BioMed Research International. 5/16/2019, p1-9. 9p.
Publikováno v:
Marine Georesources & Geotechnology. 38:818-829
Fluctuant marine and reservoir water levels are the main failure-inducing factors for embankment slopes. The soft embankment rocks, e.g., red-bed mudstone, eroded by the reservoir water level in th...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c15ac9954590e626c6c490796eb5510c
https://doi.org/10.1080/1064119x.2019.1633571
https://doi.org/10.1080/1064119x.2019.1633571
Publikováno v:
Stochastic Environmental Research and Risk Assessment. 33:1187-1202
Anti-dip slope that fails in the form of flexural toppling is commonly encountered in rock engineering. This paper presents an approach to calculate the local failure probability of the anti-dip slope susceptible to flexural toppling. The realization
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3922d01651d89366985a629a3a7db959
https://doi.org/10.1007/s00477-019-01683-1
https://doi.org/10.1007/s00477-019-01683-1
Publikováno v:
Engineering Geology. 250:130-141
The Observation and prediction of crack propagation are important in understanding rock behavior in engineering practice. Previous studies have focused on homogeneous and isotropic rocks, but the influence of bedding planes on rock fracture is sparin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ebed5387310bdbd01b8c0a2eb445246
https://doi.org/10.1016/j.enggeo.2019.01.011
https://doi.org/10.1016/j.enggeo.2019.01.011
Publikováno v:
Marine Georesources & Geotechnology. 37:891-901
The slake durability; grain quantity, size, roundness, and slake degree of red-bed mudstones are experimentally investigated using the slake durability test and the cyclic wetting and drying test. ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4906a8f8ca46c0801c5a3a95687f9ea2
https://doi.org/10.1080/1064119x.2018.1504839
https://doi.org/10.1080/1064119x.2018.1504839
Autor:
Huiming Tang, Wang Dingjian, Chun Li, Zhiqiang Fan, Lei Fan, Meng Zhao, Zongxing Zou, Chengren Xiong, Qinwen Tan
Publikováno v:
Landslides. 15:2499-2508
In recent years, numerous landslide catastrophes have occurred, generating considerable financial losses and other tolls. The deformational and mechanical properties of sliding zone soil would be in primary significance to landslide research, as the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d98d8ff46be474fdd5ca33100cf96cc1
https://doi.org/10.1007/s10346-018-1062-5
https://doi.org/10.1007/s10346-018-1062-5
Publikováno v:
Mathematical Problems in Engineering, Vol 2018 (2018)
The primary objective of this study is to develop a parameter with a clear physical meaning to estimate the surface roughness of rock discontinuities. This parameter must be closely related to the shear strength of rock discontinuities. The first par
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::56b2bcf09717eb8ac4af1d4ff405edc2
https://doi.org/10.1155/2018/9835341
https://doi.org/10.1155/2018/9835341