Zobrazeno 1 - 10
of 271
pro vyhledávání: '"Ga, Zhang"'
Publikováno v:
Remote Sensing, Vol 16, Iss 21, p 3980 (2024)
The hydrological cycle is altered by climate change and human activities, amplifying extreme precipitation and heightening the flood risk regionally and globally. It is imperative to explore the future possible alterations in flood risk at the region
Externí odkaz:
https://doaj.org/article/989109f798bd4758a0ab57d93e88fdce
Autor:
Zongliang Zhang, Xueming Wu, Enshang Xiao, Ning He, Kai Cheng, Ga Zhang, Xingbo Zhou, Chun Zhao, Huanling Wang, Hongming Du, Xiangang Jiang
Publikováno v:
River, Vol 2, Iss 3, Pp 251-262 (2023)
Abstract Based on the emergency rescue, the subsequent disposal, and the development and utilization projects of the Hongshiyan Landside Dam in Ludian, Yunnan, China, research has been conducted on key technical issues facing the development and util
Externí odkaz:
https://doaj.org/article/003e4584aec64ba683a07541bed28344
Autor:
Tianyi Chen, Ga Zhang
Publikováno v:
Soils and Foundations, Vol 64, Iss 1, Pp 101422- (2024)
The pile-supported embankment has been widely adopted in highway widening projects. There is often significant differential settlement between the new and old embankments. Previous studies have not clarified the interaction mechanisms between differe
Externí odkaz:
https://doaj.org/article/0649a2e0109c481381a47e0513f4dc30
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 6, Pp 1967-1976 (2022)
Reasonable assessment of slope deformation under cyclic loading is of great significance for securing the safety of slopes. The observations of centrifuge model tests are analyzed on the slope deformation behavior under cyclic loading conditions. The
Externí odkaz:
https://doaj.org/article/6cc7584715274ba0b00fa74e494bba42
Autor:
Ga, Zhang1 (AUTHOR) zhanggasrg@gmail.com, Seksenbayeva, Gulzira1 (AUTHOR) seksenbaevagulzira@gmail.com
Publikováno v:
Preservation, Digital Technology & Culture. Dec2023, Vol. 52 Issue 4, p115-127. 13p.
Publikováno v:
Soils and Foundations, Vol 63, Iss 3, Pp 101320- (2023)
Micro-piles are an effective reinforcement measure for existing foundations in practice. A series of centrifuge model tests were conducted on different combinations of shallow foundation and micro-piles to investigate the reinforcement effect of micr
Externí odkaz:
https://doaj.org/article/8c08b529e93947e894502a216c211eba
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 6, Pp 1290-1300 (2020)
Piles are generally an effective way to reduce the risk of slope failure. However, previous approaches for slope stability analysis did not consider the effect of the piles coupled with the decrease of the water level (drawdown). In this study, a ser
Externí odkaz:
https://doaj.org/article/e627bd2addfa4dad8d8c78bf41dea0a3
Publikováno v:
Friction, Vol 9, Iss 2, Pp 301-314 (2020)
Abstract Reinforcing fillers are of great importance in tribological performance and tribofilm formation of polymeric composites. In this study, the tribological properties of aramid particle (AP) and short carbon fiber (SCF) reinforced polyimide (PI
Externí odkaz:
https://doaj.org/article/1f944bac9e73418288678beb956eea1b
Publikováno v:
Journal of Friction and Wear. 43:353-358
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f4ec307d545bb47ccff696355141b01
https://doi.org/10.3103/s1068366622060113
https://doi.org/10.3103/s1068366622060113
Publikováno v:
Journal of Rare Earths. 40:1360-1370
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fec274aac01d80c80af7df683232f177
https://doi.org/10.1016/j.jre.2022.01.006
https://doi.org/10.1016/j.jre.2022.01.006