Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Chuang-Bing Zhou"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 9, Pp 3575-3594 (2024)
Probabilistic back-analysis is an important means to infer the statistics of uncertain soil parameters, making the slope reliability assessment closer to the engineering reality. However, multi-source information (including test data, monitored data,
Externí odkaz:
https://doaj.org/article/ef3ffa3fcad544a7923a324ceb1eff6c
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 1, Pp 1-36 (2023)
Groundwater flow through fractured rocks has been recognized as an important issue in many geotechnical engineering practices. Several key aspects of fundamental mechanisms, numerical modeling and engineering applications of flow in fractured rocks a
Externí odkaz:
https://doaj.org/article/44254f008141449f9c65c15c2c23b208
Modeling unsaturated flow in fractured rocks with scaling relationships between hydraulic parameters
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 6, Pp 1697-1709 (2022)
Modeling unsaturated flow in fractured rocks is essential in various subsurface engineering applications, but it remains a great challenge due to the difficulties in determining the unsaturated hydraulic properties of rocks that contain various scale
Externí odkaz:
https://doaj.org/article/59da990780de44b2a190e1a66f779b47
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 2, Pp 351-367 (2021)
Characterizing the permeability variation in fractured rocks is important in various subsurface applications, but how the permeability evolves in the foundation rocks of high dams during operation remains poorly understood. This permeability change i
Externí odkaz:
https://doaj.org/article/634e3de8e43b48eba4647d6ae65ae931
Publikováno v:
The Scientific World Journal, Vol 2013 (2013)
Since rocks are aggregates of mineral particles, the effect of mineral microstructure on macroscopic mechanical behaviors of rocks is inneglectable. Rock samples of four different particle shapes are established in this study based on clumped particl
Externí odkaz:
https://doaj.org/article/59f84ab529c241b7a6ef5c0419c9a225
Publikováno v:
Applied Mathematical Modelling. 117:592-608
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:2461-2490
Publikováno v:
Physical Review Fluids. 8
Publikováno v:
Journal of Hydrology. 620:129548
Publikováno v:
Water Resources Research. 58