Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Heui-Soo Han"'
Autor:
Seung-Chul Jeon, Heui-Soo Han
Publikováno v:
Journal of the Korea Academia-Industrial cooperation Society. 22:56-67
Publikováno v:
Geo-Extreme 2021.
In the process of constructing roads for the development of the city, cut-slopes are made by excavating mountains. However, these cut-slopes are degraded in strength by time-deterioration phenomenon, and progressive slope failure is caused. This stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b7f5ff8d3551738e2dceff12a22a707
https://doi.org/10.5772/intechopen.94252
https://doi.org/10.5772/intechopen.94252
Publikováno v:
Water, Vol 13, Iss 502, p 502 (2021)
Water
Volume 13
Issue 4
Water
Volume 13
Issue 4
This paper shows the results of a field appliance study of the hydraulic well method to prevent embankment piping, which is proposed by the Japanese Matsuyama River National Highway Office. The large-scale embankment experiment and seepage analysis w
Autor:
Min-Cheol Park, Heui-Soo Han
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 18:211-220
Weathering Sensitivities of Weathered Granite Soil in Hamyang According to Test Equipment Properties
Autor:
Tae-Soo Kim, Heui-Soo Han
Publikováno v:
Korean Society of Hazard Mitigation. 17:237-245
Publikováno v:
Applied Sciences
Volume 9
Issue 8
Applied Sciences, Vol 9, Iss 8, p 1653 (2019)
Volume 9
Issue 8
Applied Sciences, Vol 9, Iss 8, p 1653 (2019)
When diagnosing damage to high-rise buildings during earthquakes, it is necessary to measure the displacement of each story. However, with respect to accuracy and cost, it is most reasonable to convert acceleration into displacement. In this study, s
Publikováno v:
Journal of Korean Society of Hazard Mitigation. 16:203-213
A Study on the Seepage Behavior of Embankment with Weak Zone using Numerical Analysis and Model Test
Publikováno v:
Journal of the Korean Geoenvironmental Society. 17:5-13
Publikováno v:
Journal of Korean Society of Hazard Mitigation. 16:331-340