Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Chee-Nan Chen"'
Publikováno v:
Buildings, Vol 12, Iss 12, p 2095 (2022)
The evaluation of localized soil-liquefaction potential is based primarily on the individual evaluation of the liquefaction potential in each borehole, followed by calculating the liquefaction-potential index between boreholes through Kriging interpo
Externí odkaz:
https://doaj.org/article/9dd2c9ceb6c440b299ff837471660d27
Publikováno v:
Sustainability, Vol 13, Iss 13452, p 13452 (2021)
Sustainability; Volume 13; Issue 23; Pages: 13452
Sustainability; Volume 13; Issue 23; Pages: 13452
This study presents the case of a landslide triggered by a high groundwater level caused by several days of continuous rainfall in the northeastern region of Taiwan. The slope where this landslide occurred consists of closely jointed and weathered be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25039053c96271cbffdfd0d412a80349
https://www.mdpi.com/2071-1050/13/23/13452
https://www.mdpi.com/2071-1050/13/23/13452
Autor:
Wei-Che Chang, Chee-Nan Chen
Publikováno v:
Tunnelling and Underground Space Technology. 70:309-316
The three-dimensional principal stress mutation of surrounding tunnel roof rocks can cause devastating disaster during excavation process. The mechanism of stress redistribution thus becomes critically important to implement the rock bolt support and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e33030abdddc56505fa9a2e848c3ec4
https://doi.org/10.1016/j.tust.2017.09.001
https://doi.org/10.1016/j.tust.2017.09.001
Publikováno v:
Tunnelling and Underground Space Technology. 26:228-235
Three-dimensional stress adjustment caused by tunneling is related with ground arching development. Investigating the development of ground arching by stress redistribution during tunneling is presented. A three-dimensional numerical simulation model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8234304c5a8d032b48fe16c2b26864d
https://doi.org/10.1016/j.tust.2010.06.012
https://doi.org/10.1016/j.tust.2010.06.012
Publikováno v:
Automation in Construction. 10:429-441
This paper presents a data mining approach to the prediction of tunnel support stability using artificial neural networks (ANN). The case data of a railway tunnel recently finished in Taiwan were used to establish the model. The main rock type was se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf1c556b09f340714e1e995a9b88e8ba
https://doi.org/10.1016/s0926-5805(00)00078-9
https://doi.org/10.1016/s0926-5805(00)00078-9
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 34:43.e1-43.e11
The presence of microcracks in rocks have a significant impact on elastic properties, whereby the characterization and determination of material behavior involves effective properties. Several theories have been developed in an attempt to determine t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c62befece5b2abeab11e3d0b430a37f
https://doi.org/10.1016/s1365-1609(97)00239-6
https://doi.org/10.1016/s1365-1609(97)00239-6
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