• Title/Summary/Keyword: landslide laboratory flume tests

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A Test for Characterization on Landslides Triggering and Flow Features of Debris using a Flume test Equipment (모형실험 장치를 이용한 산사태 발생 및 사태물질 거동특성 실험)

  • Chae Byung-Gon;Song Young-Suk;Seo Yong-Seok;Cho Yong-Chan;Kim Won-Young
    • The Journal of Engineering Geology
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    • v.16 no.3 s.49
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    • pp.275-282
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    • 2006
  • This study was conducted laboratory flume tests to identify landslide features and flow characteristics of debris using a flume test equipment. Under the several test conditions dependent on rainfall intensity and slope angle, the authors measured pore water pressure, slope failure and displacement, spreading area of debris on a regular time interval. The test processes were also recorded by video cameras and digital still cameras. According to the test results, pore water pressures have trends of direct proportion to the rainfall intensity and the slope angle, resulting in high potential of landslide triggering. The spreading area of debris is also increased with the slope angle and the rainfall intensity as well as the rainfall duration.

Characterization on the Relationships among Rainfall Intensity, Slope Angle and Pore Water Pressure by a Flume Test : in Case of Gneissic Weathered Soil (산사태 모형실험을 통한 강우강도 및 사면경사 변화와 간극수압과의 관계 연구 : 편마암 풍화토를 대상으로)

  • Chae, Byung-Gon;Lee, Seong-Ho;Song, Young-Suk;Cho, Yong-Chan;Seo, Yong-Seok
    • The Journal of Engineering Geology
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    • v.17 no.1 s.50
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    • pp.57-64
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    • 2007
  • This study was conducted to characterize on the relationships among rainfall intensity, slope angle and pore water pressure in the gneissic weathered soil by landslide laboratory flume tests. Under the several test conditions dependent on rainfall intensity and slope angle, the authors measured pore water pressure, failure and displacement of slope on a regular time interval. According to the test results, the increasing times of pore water pressures have direct proportional trends to the rainfall intensity. The pore water pressure was increased earlier at the head part of slope than the toe part. Compared with the test results of Chae et al(2006), the results of this study explain that the seepage velocity in the gneissic weathered soil is slower than that in the standard sands. It results in faster and ear-lier increase of pore water pressure at the head part of slope due to slow flow of water in the gneissic weathered soil. In case of the relationship between slope angle and pore water pressure, gentle slope angle has faster increase of pore water pressure than steeper slope angle. It is also thought to be due to slow seepage velocity and flow velocity in the gneissic weathered soil.