Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Zongxing Zou"'
Publikováno v:
地质科技通报, Vol 41, Iss 6, Pp 14-27 (2022)
Landslide forecasting and prediction is a frontier scientific issue that has received widespread attention in the field of geohazard prevention and control. The current research framework focuses on the deformation behavior characteristics and extern
Externí odkaz:
https://doaj.org/article/10172b260f57408fb92c982ee6f74274
Autor:
Yixiang Li, Zongxing Zou
Publikováno v:
Applied Sciences, Vol 13, Iss 24, p 13179 (2023)
To reduce traffic congestion and meet the demand for rail transportation, the diameters of shield tunnels are constantly expanded. The super-large diameter, deep depth and long distance of super-large-diameter shield tunnels, coupled with the limitat
Externí odkaz:
https://doaj.org/article/23b4a409a420448da5404dc08b1f989b
Autor:
Yinfeng Luo, Zongxing Zou, Changdong Li, Haojie Duan, Nang Mon Mon Thaw, Bocheng Zhang, Bingdong Ding, Junrong Zhang
Publikováno v:
Applied Sciences, Vol 12, Iss 7, p 3493 (2022)
The shear constitutive model of the slip zone soil can be used to quantitatively describe the relationship between shear stress and shear displacement, which is of great significance for the analysis of deformation mechanism and stability evaluation
Externí odkaz:
https://doaj.org/article/70d0c42fcd6d462ead9039d967f99321
Publikováno v:
Geofluids, Vol 2019 (2019)
Accurate landslide displacement prediction has great practical significance for mitigating geohazards. Traditional deterministic forecasting methods can provide only a single point value and cannot give the degree of uncertainty associated with the f
Externí odkaz:
https://doaj.org/article/503ef0b26099470fa19a5ff065aa2f72
Autor:
Zongxing Zou, Qi Zhang, Chengren Xiong, Huiming Tang, Lei Fan, Fang Xie, Junbiao Yan, Yinfeng Luo
Publikováno v:
Sensors, Vol 20, Iss 22, p 6531 (2020)
Slip zone soil is usually composed of clay or silty clay; in some special geological environments, it contains gravels, which make the properties of the slip zone soil more complex. Unfortunately, in many indoor shear tests, gravels are removed to me
Externí odkaz:
https://doaj.org/article/a07747db52704aef99e38a987c429042
Publikováno v:
Journal of Earth Science. 33:1190-1203
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4cc43a2440c73250769e15105845a52
https://doi.org/10.1007/s12583-022-1631-3
https://doi.org/10.1007/s12583-022-1631-3
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:2680-2697
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6143fc965848aed33ed470ef32483e68
https://doi.org/10.1002/nag.3422
https://doi.org/10.1002/nag.3422
Publikováno v:
Natural Hazards.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::649e63c5705066864340cebb753f6334
https://doi.org/10.1007/s11069-023-05992-1
https://doi.org/10.1007/s11069-023-05992-1
Publikováno v:
Landslides.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e0f61d39e5a9561cd345daf6788d1a6
https://doi.org/10.1007/s10346-023-02056-0
https://doi.org/10.1007/s10346-023-02056-0
Autor:
Junbiao Yan, Zongxing Zou, Rui Mu, Xinli Hu, Jincheng Zhang, Wen Zhang, Aijun Su, Jinge Wang, Tao Luo
Publikováno v:
Natural Hazards. 112:2523-2547
The large deformation mechanical properties of slip zone soil play an important role in the stability evolution of landslide. The traditional landslide stability evaluation method can only be used to calculate a single stability factor, which cannot
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6faa268e931b92c68eca05608c04921d
https://doi.org/10.1007/s11069-022-05276-0
https://doi.org/10.1007/s11069-022-05276-0