Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Seong-Kyu Yun"'
Publikováno v:
Geofluids, Vol 2022 (2022)
This study is to present acceptable measurement values through decision tree analysis for the seepage, which is an important measuring item of the fill dam. The seepage of the dam under study increases rapidly when rainfall occurs, when the direct in
Externí odkaz:
https://doaj.org/article/af38ee61fa2d4a7fa32f0f73ed046e63
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Monitored breakwater settlements taken from an actual breakwater structure over an extended period of time (more than five years) were analyzed. The analysis revealed that the waves clearly affect the settlement of the breakwater, especially during h
Externí odkaz:
https://doaj.org/article/101a0a11591049118d7f2da82f009255
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 9, p 919 (2021)
This study evaluated the lateral and overturning resistance of wind turbine foundations reinforced with piles on bedrock through model experiments. In particular, changes in lateral and overturning resistance of wind turbine foundations were analyzed
Externí odkaz:
https://doaj.org/article/96ae3b79a62c40cabbe18f8803d2b96a
Publikováno v:
Applied Sciences, Vol 11, Iss 10, p 4432 (2021)
The purpose of this study is to grasp the behavior characteristics of a single batter pile under vertical load by performing a model test. The changes in the resistance of the pile, the bending moment, etc. by the slope of the pile and the relative d
Externí odkaz:
https://doaj.org/article/c36e00a9f2eb473eb5aad9401ad77cf1
Publikováno v:
KSCE Journal of Civil Engineering. 26:4302-4316
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b0cc2a8bd8521bba0bb9ab1efd0ae3e
https://doi.org/10.1007/s12205-022-0937-0
https://doi.org/10.1007/s12205-022-0937-0
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 22:185-192
In this study, the lateral resistance and bending moment of a wind turbine foundation reinforced with piles on the bedrock were evaluated through modeling tests considering the cross-sectional size and presence of piles. The lateral resistance of a s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::558b8e3fd1737334acb52e501422479a
https://doi.org/10.9798/kosham.2022.22.2.185
https://doi.org/10.9798/kosham.2022.22.2.185
Publikováno v:
Journal of Ocean University of China. 20:1055-1066
Prefabricated vertical drains (PVDs) are commonly used to shorten the drainage path for consolidation as part of the improvement of marine soft ground. Many studies that focus on the primary consolidation settlement of PVD-improved soft ground have b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e53bc62ecfa5cc8c7c928c2976801d5
https://doi.org/10.1007/s11802-021-4625-3
https://doi.org/10.1007/s11802-021-4625-3
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 21:207-217
Sand soil discharge, which seemed to be the liquefaction damage, was observed in the backfill of a quay wall structure during the Pohang earthquake in 2017. This discharge occurred because the bearing capacity decreased owing to the loss of effective
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec5b015ed0bef189d9487e7bf3773a9d
https://doi.org/10.9798/kosham.2021.21.1.207
https://doi.org/10.9798/kosham.2021.21.1.207
Publikováno v:
Experimental Heat Transfer. 35:308-324
In this study, the temporal and spatial temperature distribution of the heat storage mortar made of porous feldspar was measured and the thermal properties and electricity consumption were analyzed...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ee1e837e3fe84458622613bf4801695
https://doi.org/10.1080/08916152.2020.1865481
https://doi.org/10.1080/08916152.2020.1865481
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 919, p 919 (2021)
Journal of Marine Science and Engineering
Volume 9
Issue 9
Journal of Marine Science and Engineering
Volume 9
Issue 9
This study evaluated the lateral and overturning resistance of wind turbine foundations reinforced with piles on bedrock through model experiments. In particular, changes in lateral and overturning resistance of wind turbine foundations were analyzed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d87312cc66c6306f7844d7eb0acd4bae
https://www.mdpi.com/2077-1312/9/9/919
https://www.mdpi.com/2077-1312/9/9/919