• Title/Summary/Keyword: vegetation-based gabion

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Analysis Gabion Works in Cut-slopes Characteristics and Scenic Preference (도로비탈면 돌망태공법의 특성 및 경관선호도 분석)

  • Park, Jae-Hyeon;Kim, Choonsig
    • Journal of Korean Society of Forest Science
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    • v.104 no.2
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    • pp.206-212
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    • 2015
  • This study was carried out to assess the characteristics of gabion on road cut-slopes, and analyze the scenic view preference for the gabion in Korea. 97 gabion sites from road cut-slopes were selected and were classified into 10 application types of gabion. The classification types of gabion were mostly related to the erosion and collapse prevention across road cut-slope. Gabion work sites in this study were classified into 30 sites (31%) for below 10% gradient, followed by 31 sites (32%) for 11~30% gradient, 20 sites (21%) for 31~50% gradient, and 16 sites (16%) for 51~80% gradient. Gabion works were constructed mostly in low gradient than in high gradient. 34 gabion sites (35%) among 97 sites were not covered by vegetation and 52 gabion sites (54%) showed vegetation cover rates of 1~30%. On the scenic preference analysis, public groups understood that the scenic view of gabion in cutting slope can be improved by vegetation cover, whereas expert groups prefer to scenic view of gabion only. However, expert groups encouraged subsequently vegetation covering to improve scenic view during gabion works in cutting slope.

Characteristics on Stabilization Measures for Cutting Slopes of Forest Roads (임도구조 요인에 따른 절토비탈면 안정구조물의 특성)

  • Baek, Seung-An;Ji, Byoung-Yun;Lee, Joon;Cha, Du-Song
    • Journal of Forest and Environmental Science
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    • v.30 no.1
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    • pp.71-75
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    • 2014
  • Forest roads failure is one of the most common problems caused by heavy rainfalls. This study investigated the characteristics on stabilization measures installed for cutting slopes failure of forest road resulted from heavy rainfalls. Three primary factors (slope length, slope gradient, soil type) affecting cutting slope failure were considered and stabilization measures were classified into two types (A type: wooden fence, vegetation sandbag, stone masonry; B type: wire cylinder, gabion, concrete retaining wall) through discriminant analysis based on their capacity of resistance to slope failure. Results showed that A type was mainly installed in such conditions as cut slope <8 m, cut slope gradient $30-40^{\circ}$ and soil type with soil while B type occurred in locational conditions as cut slope length >8 m, cut slope gradient < $30^{\circ}$ and > $30^{\circ}$, and soil type of gravelly soil and rock.