Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Eun-Sang Im"'
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:
KSCE Journal of Civil Engineering. 26:4302-4316
Publikováno v:
International Journal of Civil Engineering. 20:433-444
This study scrutinizes the dam behavior during different rates of water level fluctuations via centrifuge model tests and verifies the results by numerical analyses. LVDTs and pore water pressure gauges were installed to scrutinize the settlement and
Autor:
Eun-Sang Im, Bibek Tamang, Sung-Yong Park, Seungjoo Lee, Jihuan Jin, Yong-Seong Kim, Joon Heo
Publikováno v:
International Journal of Civil Engineering. 20:139-149
This study analyzes the behaviors of the Kyeryong embankment dam during various rates, i.e., quick and slow rate, of water level fluctuation using geotechnical centrifuge experiments that simulate the real scale stress conditions and water level fluc
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 20:201-209
Damages of large embankment dams by recent strong earthquakes in the world highlight the importance of seismic security of dams. Some of recent dam construction projects for water storage and hydropower are located in highly seismic zone, hence the s
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
Autor:
Jae-Hong Kim, Eun-Sang Im
Publikováno v:
Journal of the Korean Geosynthetic Society. 13:11-20
To create a large-scale complex, it is often the case to perform ground improvement by using vertical drain method after the reclamation of coastal soft ground, for construction period shortening and stable site renovation. During this process, the p
Publikováno v:
Journal of the Korean geoenvironmental society. 15:5-12
Publikováno v:
Journal of the Korean Geotechnical Society. 29:17-27
This study is to prove the efficiency of geo-synthetics on the crushed stone layer by experiments. The strength of PET mat as reinforcing soft ground was verified through the loading experiments. Also, PP mat was used to protect the blockage of crush