Zobrazeno 1 - 10
of 509
pro vyhledávání: '"coarse-grained soil"'
Publikováno v:
Engineering Computations, 2024, Vol. 41, Issue 10, pp. 2632-2658.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/EC-01-2024-0057
Autor:
Zong-Tang Zhang, Guan-Ming Zhou
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-22 (2024)
Abstract Using coal gangue as subgrade filler (CGSF) can address the accumulated issues of coal mine waste, but also save the constructing costs, which has the important ecological and engineering practical value. The well-graded limit of CGSF was ca
Externí odkaz:
https://doaj.org/article/c292786f35c147bdb3cbbb38d3572296
Publikováno v:
Renmin Zhujiang, Vol 45, Pp 19-28 (2024)
After the Baihetan Dam reservoir area is impounded, the high fill site will experience the rise and fall of water level for a long time, which is very disadvantageous to the deformation and stability of the site. This paper focuses on the stability o
Externí odkaz:
https://doaj.org/article/ac7c97962c1a4bc5b171a6baad15c78d
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract The factors influencing geogrid–soil interface characteristics are critical design parameters in some geotechnical designs. This study describes pull-out tests performed on gravelly soils commonly encountered in the Xinjiang region and rei
Externí odkaz:
https://doaj.org/article/aad130ca21634450959e9e6c200f67cf
Autor:
Mosallaei Amir, Mahler András
Publikováno v:
Slovak Journal of Civil Engineering, Vol 32, Iss 1, Pp 36-45 (2024)
The relationship between stress and strain tensors in soil is described by the soil constitutive equation, which depends on the soil type and deformation conditions. The development of various constitutive models has enabled a better understanding of
Externí odkaz:
https://doaj.org/article/183935fb9ff742df9ff26e212abf56d6
Publikováno v:
Applied Sciences, Vol 14, Iss 15, p 6847 (2024)
As the critical dynamic parameters for soil, an extensive examination of the dynamic elastic modulus Ed and damping ratio λ in coarse-grained soil is of significant theoretical and practical importance. Currently, there is a scarcity of experimental
Externí odkaz:
https://doaj.org/article/bf0d42504460457e912cbaab970acb4e
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
Geogrid reinforcement has a limiting effect on the lateral deformation and thus improves the shear strength of the soil, the overall strength of the soil and the overall stability of the corresponding geotechnical structure. In this study, large-scal
Externí odkaz:
https://doaj.org/article/682153da635f4c7db626f15048786a03
Publikováno v:
Heliyon, Vol 9, Iss 12, Pp e22640- (2023)
In coarse-grained soils, the reduction of soil permeability via conditioning can effectively prevent groundwater from entering the chamber, thus providing better tunnel face control and ultimately preventing excessive settlements of the surface. In t
Externí odkaz:
https://doaj.org/article/d950aa13c9c240fabf2c565bd5bcd6e3
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 2, Pp 540-550 (2022)
Coarse-grained soils are a type of soil frequently found in civil engineering projects, and their mechanical characterization still presents a real challenge. They are composed by elements of different dimensions (from a few microns to tens of centim
Externí odkaz:
https://doaj.org/article/5c56f32207814827bbb90c9f5ab3e505
Publikováno v:
Railway Sciences, 2022, Vol. 1, Issue 1, pp. 1-15.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/RS-04-2022-0020