터널 갱구지역 사면안정성 및 산사태 위험도 평가 (Slope stability analysis and landslide hazard assessment in tunnel portal area)
| Author(s): |
Hae-Geun Jeong
Yong-Seok Seo |
|---|---|
| Medium: | journal article |
| Language(s): | Korean |
| Published in: | Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), 2013, n. 4, v. 15 |
| Page(s): | 387-400 |
| DOI: | 10.9711/ktaj.2013.15.4.387 |
| Abstract: | In this study, the slope stability analysis and the landslide hazard assessment in tunnel portal slope were carried out. First, we selected highly vulnerable areas to slope failure using the slope stability analysis and analyzed the slope failure scale. According to analyses results, high vulnerable area to slope failure is located at 485～495 m above sea level. The slope is stable in a dry condition, while it becomes unstable in rainfall condition. The analysis results of slope failure scale show that the depth of slope failure is maximum 2.1 m and the length of slope failure is 18.6 m toward the dip direction of slope. Second, we developed a 3-D simulation program to analyze characteristics of runout behavior of debris flow. The developed program was applied to highly vulnerable areas to slope failure. The result of 3-D simulation shows that debris flow moves toward the central part of the valley with the movement direction of landslide from the upper part to the lower part of the slope. 3-D simulation shows that debris flow moves down to the bottom of mountain slope with a speed of 7.74 m/s and may make damage to the tunnel portal directly after 10 seconds from slope failure. |
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data sheet - Reference-ID
10394776 - Published on:
06/12/2019 - Last updated on:
16/04/2023
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