Zobrazeno 1 - 10
of 478
pro vyhledávání: '"Xinrong, Liu"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-15 (2024)
Abstract The first-order second-moment checking point method was introduced to judge the instability probability and evaluate the stability of the TCURM. The frequency–response stability calculation and the reliability results were compared, and a
Externí odkaz:
https://doaj.org/article/c69476cc41994a029dcd517a6c75abf2
Autor:
Xinrong Liu, Peiyao Li, Xueyan Guo, Xinyang Luo, Xiaohan Zhou, Luli Miao, Fuchuan Zhou, Hao Wang
Publikováno v:
International Journal of Mining Science and Technology, Vol 34, Iss 8, Pp 1041-1058 (2024)
Some rock joints exhibit significant brittleness, characterized by a sharp decrease in shear stress upon reaching the peak strength. However, existing models often fail to accurately represent this behavior and are encumbered by numerous parameters l
Externí odkaz:
https://doaj.org/article/5e1f9d5c039143dd808580f7f6f86389
Stability of bedded rock slopes subjected to hydro-fluctuation and associated strength deterioration
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 8, Pp 3233-3257 (2024)
Reservoir-induced earthquakes (RIEs) occur frequently in the Three Gorges Reservoir Area (TGRA) and the rock mass strength of the hydro-fluctuation belt (HFB) deteriorates severely due to the reservoir-induced seismic loads. Three models of typical b
Externí odkaz:
https://doaj.org/article/cb151704da4846c18cb9a6a197ae74c0
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract Discrete Element Method (DEM) has been successfully utilized to model rock behavior based on particle flow code (PFC), which is extensively employed in solving various problems related to rock engineering and geomechanics. Therefore, a conve
Externí odkaz:
https://doaj.org/article/fb607467c6564c818441df62c560d8dd
Autor:
Hao, Ding a, b, Hongyan, Guo a, b, c, ⁎, Liang, Cheng a, b, ⁎, Jiang, Xinghong a, b, c, Xinrong, Liu c
Publikováno v:
In Tunnelling and Underground Space Technology incorporating Trenchless Technology Research March 2025 157
Publikováno v:
International Journal of Mining Science and Technology, Vol 34, Iss 2, Pp 245-259 (2024)
To investigate the macroscopic fatigue properties and the mesoscopic pore evolution characteristics of salt rock under cyclic loading, fatigue tests under different upper-limit stresses were carried out on salt rock, and the mesoscopic pore structure
Externí odkaz:
https://doaj.org/article/3c89bb53085d43e0b1cf1095ed876be9
Publikováno v:
Applied Sciences, Vol 14, Iss 20, p 9481 (2024)
The shear band is a prominent feature within the Banbiyan hazardous rock mass located in the Wushan section of the Three Gorges Reservoir area. This band constitutes a latent risk, as the potential for the rock mass to slide along the region threaten
Externí odkaz:
https://doaj.org/article/9d32b9731dfb43408374bd0085f438bd
Autor:
Xueying Tang, Jiashuo Zhang, Dezhi Sui, Zihan Xu, Qiongfen Yang, Tianyu Wang, Xiaoya Li, Xinrong Liu, Yihui Deng, Yanzhi Song
Publikováno v:
Materials Today Bio, Vol 25, Iss , Pp 100988- (2024)
The Pegylated lipids in lipid nanoparticle (LNPs) vaccines have been found to cause acute hypersensitivity reactions in recipients, and generate anti-LNPs immunity after repeated administration, thereby reducing vaccine effectiveness. To overcome the
Externí odkaz:
https://doaj.org/article/8f0b3acc1ca24533802b1fb76504328c
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 14, Iss 1, Pp 1-35 (2023)
AbstractKarst landforms are widely distributed in the southwestern mountain areas of China, and the continuous underground mining activities lead to frequent occurrence of catastrophic collapses and landslides. Revealing the relationship between the
Externí odkaz:
https://doaj.org/article/770dcee6529f4d21912c3da1412467ec
Publikováno v:
International Journal of Mining Science and Technology, Vol 33, Iss 9, Pp 1131-1145 (2023)
To investigate the dynamic damage evolution characteristics of bank slopes with serrated structural planes, the shaking table model test and the numerical simulation were utilized. The main findings indicate that under continuous seismic loads, the d
Externí odkaz:
https://doaj.org/article/d3fdf3f2219542f39cf82648ce125ad7