Zobrazeno 1 - 10
of 97
pro vyhledávání: '"Choong-Ki Chung"'
Publikováno v:
International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-13 (2021)
Abstract Suffusion is the phenomenon responsible for internal erosion, and is the process by which finer soil particles are moved through the constrictions between the larger soil particles by seepage forces. Generally, gap-graded soil is known to be
Externí odkaz:
https://doaj.org/article/e399c8b3d972421f82a26f3c35e17349
Publikováno v:
Applied Sciences, Vol 11, Iss 3, p 911 (2021)
In South Korea, weathered granite is widely distributed and has been used as a bearing stratum for various structures. Therefore, it is important to determine the shear strength of the weathered granite. However, it is difficult to obtain reliable sh
Externí odkaz:
https://doaj.org/article/3548dd8404324d2a959b875089dd025a
Publikováno v:
Applied Sciences, Vol 10, Iss 9, p 3175 (2020)
When an off-road tracked vehicle travels, shearing action and ground sinkage occur on the soil–track interface, severely affecting the tractive performance of the vehicle. Notably, ground sinkage, which is induced by the vehicle’s weight (static
Externí odkaz:
https://doaj.org/article/dedc741c5b2148c88bd854986747e865
Publikováno v:
Applied Sciences, Vol 10, Iss 3, p 1139 (2020)
Identifying the spatial distribution of deformation and shear band characteristics is important for accurately modeling soil behavior and ensuring the safety of nearby geotechnical structures. However, most research on the shear behavior of soils has
Externí odkaz:
https://doaj.org/article/7c9ac8954d704f97811ee9f4e822d19f
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
This paper presents the theoretical and experimental investigations of the hydraulic conductivity variation of the soil mixture that contains two distinct particle size distributions, coarse and fine soils. A new model for the hydraulic conductivity
Externí odkaz:
https://doaj.org/article/8bd9cbaef1bd44fca600cc1da9429c08
Publikováno v:
Canadian Geotechnical Journal.
As an LDCA consists of multiple anchor bodies and unbonded tendons, the load applied to the tendon is transmitted to grout and ground by the movement of each anchor body installed along the anchor length. Therefore, the load transfer behavior of LDCA
Publikováno v:
Geo-Congress 2023.
Publikováno v:
Geo-Congress 2023.
Publikováno v:
Natural Hazards. 113:1471-1493
Publikováno v:
Canadian Geotechnical Journal. 59:473-484
The demand for a load distributive compression anchor (LDCA) in construction sites has been increasing, owing to its high bearing capacity and removable steel strands. As an LDCA comprises multiple anchor bodies and unbonded steel strands, the load a