• 한국지반신소재학회논문집
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• 제7권1호
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• pp.7-11
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• 2008

가비온 옹벽은 경험적인 작업을 기초로 발전되어 왔으며, 현장적용이 활발하게 이루어지고 있다. 본 연구에서는 안정성에 중요한 요소인 인발저항력을 높이기 위하여 비교적 짧은 철망보강재로 보강된 가비온 옹벽 토체의 파괴거동을 이해하기 위하여 비교적 작은 규모의 실험을 실시하였다. 토체의 수평변위에 관한 자료를 얻었으며 이러한 자료들을 분석하였다. 또한 같은 조건에서 보강되지 않은 가비온 옹벽의 실험결과와 비교분석을 실시하였다.

• 한국산림과학회지
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• 제101권1호
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• pp.130-137
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• 2012

본 연구는 산지계류의 자연친화적 복원을 위해 산지 계류 특성에 적합한 안정성과 구조를 가지면서 계안 보호 및 복원이 가능하도록 식생기반재 돌망태 공법을 개발하고, 개발 공법의 치수안정성, 생태계 구조 및 기능, 경관에 대한 모니터링을 통해 공법의 효능을 평가하는데 그 목적이 있다. 본 보에서는 개발된 계류복원을 위한 식생기 반재 돌망태 공법 중 식생기반재 돌망태 옹벽 공법의 사면안정효과를 중심으로 개발 공법의 효능을 정리, 보고하였다. 개발된 식생기반재 돌망태 옹벽의 표준형태는 배면이 수직인 사다리꼴 상자이며, 전면에 경사각 $60^{\circ}{\sim}65^{\circ}$의 비탈면을 조성하여 식생의 상향 생육이 가능하도록 조치하였다. 식생기반재 돌망태 옹벽의 수리학적 안정성 분석 결과 식생으로 피복되었을 때 가장 높은 한계전단응력을 가지는 것으로 나타났으며, 많은 유량에서도 안정된 계안보호효과를 발휘하는 것으로 분석되었다. 또한, 식생기반재 돌망태 옹벽의 활동 및 전도에 대한 안정 해석 결과 적정 안전계수 1.5를 훨씬 상회하는 것으로 나타나 본 연구에서 시공한 식생기반재 돌망태 옹벽은 활동 및 전도에 대한 안정성을 가지는 것으로 분석되었다.

• 한국환경과학회지
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• 제17권2호
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• pp.135-140
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• 2008

Steel net gabion is eco-friendly retaining wall structure showing favorable ability to overcome construction and environmental restriction and also to resist corrosion, chemical attack and degradation. This paper is dealt with the applicability of gabion metal net as a substitution of existing strengthening material. Pull out test was carried out to verify the applicability of gabion metal net. According to results, the increase of surcharge loading and horizontal load resulted in a yield of metal net. The stress at the time of yield was in the range of elasticity. Accordingly, gabion metal net can be substituted for existing geogrid and there is a need for experiment and analysis of arrangement direction and durability of gabion steel net.

• 한국환경과학회지
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• 제16권9호
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• pp.1099-1102
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• 2007

This paper presents eco-friendly planting method to overcome the problems of existing concrete retaining wall and gabion retaining wall, respectively, based on the examination on existing concrete and gabion retaining wall. Prior to doing this, proper design method was provided through pull out test. Planting method using gabion metal net and L shape green net retaining wall were compared and analyzed. According to this study, it is confirmed that reduction of construction period and economical profit in construction can be achieved by both manufacturing at the factory and self procurement at the job site as well as the use of metal net, which is applied as a substitution of existing strengthening material. For the effect of planting method, the use of L shape green net retaining wall shows superiority to environment-friendly gabion retaining wall in its ability to rootage and germination of the grass. The L shape green net retaining wall had excellent performance in helping rootage of grass and prevention of soil leakage, and even if raining period, remarkable damage of planting mat does not occur when planting mat is applied.

• 산업기술연구
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• 제29권B호
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• pp.207-213
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• 2009

The propose of this study is to survey the revetments installed in Gangwon Province for identifying their characteristics. The survey showed that in eastern Gangwon Province, gabion, retaining wall and concrete blocks took about 63% or more, and in western Gangwon Province, dry wall, gabion and retaining wall, 68% or more. Gabion and dry wall had better vegetation coverage in western Gangwon Province than in eastern Gangwon Province. That is thought to be due to slope of river and under-water frequency.

• 한국지반환경공학회 논문집
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• 제20권12호
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• pp.15-26
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• 2019

본 연구에서는 게비온-식생토낭 옹벽에 대한 동적 특성을 평가하기 위해서 실대형 진동대 실험 시 토조 내부에 포설되는 흙과 식생토낭, 연결재, 게비온 등의 전단특성을 규명하고, 이 결과를 이용하여 실대형 진동대 실험을 수행하였다. 또한, 식생토낭벽체의 기울기, 지반가속도 등의 실험조건으로 실대형 진동대 실험을 실시하여 가속도, 변위, 토압에 대한 게비온-식생토낭 옹벽시스템의 동적 특성을 분석하였다. 결과, 1:0.3 기울기에서는 지진가속도가 $(0.154-0.44)g_n$일 때, 동적주동토압의 작용점은 저면으로 부터 (0.376-0.377)H인 것으로 나타났다. 1:1 기울기에서는 (0.389-0.393)H으로 나타나 기울기가 완만할수록 동적주동토압의 작용점은 높은 것으로 나타났다.

• 한국환경복원기술학회지
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• 제12권2호
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• pp.106-113
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• 2009

In this study, stability of the new gabion system with vegetation base materials was analysed. New gabion system with vegetation base materials is a new approach which has been developed to achieve lope stabilization and revegetation of forest road cut-slope by making the best use of advantages of gabion systems with vegetation base materials. Results from stability analysis are as follows. For the soil density, the angle of internal friction and unit weight of the rock fill was assumed to be $1.90g/cm^3$, $30^{\circ}$ and $2.30t/m^3$, respectively, the slope stability analysis showed that the new gabion system couldn't require any poles to fix it up, and could keep stable during both rainy and dry seasons. As the results of checks against overturning and sliding, the retaining wall with. the new gabion system could produce suitable factors of safety for overturning and sliding. Vegetation established on the surface of the new gabion systems indirectly can help to increase slope stability by prevention of surface erosion. Consequently, the new gabion system with vegetation base materials could achieve the desired effect on slope stabilization as much as existing gab ion system could do, and could promote rapid establishment of vegetation on cut-slopes.

• 한국지반신소재학회논문집
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• 제16권4호
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• pp.21-31
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• 2017

식생토낭 공법은 토목섬유 콘테이너 공법의 일종으로 옹벽건설시 시공환경에 따른 영향을 최소화할 수 있으며, 자연친화적 공법이다. 본 연구에서는 식생토낭 보강토벽 시공방법을 식생토낭 비다짐 옹벽, 식생토낭 다짐 옹벽, 중력및 일반쌓기 혼용 옹벽, 게비온과 일반쌓기 혼용 옹벽 등 4가지 시공방법 대하여 계측기를 매설하고, 식생토낭 보강토벽의 거동특성을 평가하였다. 시공계측 결과, 식생토낭 일반쌓기 비다짐 구간에서의 변위가 게비온과 식생토낭 혼용구간 보다 최대 30%이상 발생하였다. 또한, 뒤채움부 무보강 2m이상 식생토낭 보강토벽은 변위에 대해 불안정한 것으로 평가되었다. 한편, 토압의 분포는 시공직후 모든 구간 Rankine 및 Coulomb의 주동토압 이내에 분포하는 것으로 나타났다. 그러나 집중강우 이후 일반쌓기 구간은 토압의 증가폭이 크게 나타났으며, 게비온과 일반쌓기 혼용구간이 일반쌓기 구간과 비교하여 보다 안정한 것으로 평가되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.3.1-11
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• 2003

Recently the problems related to the failure of the retaining wall structure has become great concern since the damage to the properties and human losses have occurred in the rainy season. However, a detail guideline on safety inspection and appropriate diagnosis on the retaining wall structure have not yet proposed and therefore, the inspection process and results are mainly dependant upon the engineers. The objective of this study is to propose objective and quantitative evaluation method for the condition based on the damage shapes and material types. In this purpose, composing materials of retaining wall are divided Into concrete, gabion, stone and reinforced earth, and then the evaluation items and method are suggested on the basis of the materials and structural characteristics of the retaining wall.

• 한국조경학회지
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• 제34권3호
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• pp.12-22
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• 2006

The purpose of this study is to evaluate visual preferences of the methods for river embankment based on seasonal changes and to reveal the relationship between visual preference and effective factors, which are the physical and esthetic elements inside the river. For this research seven river embankment methods including concrete block, concrete wall, gabion, and vegetated concrete block were selected in Dongchon of Gwangyang. Twenty-eight pictures by the four pictures of each embankment method based on seasonal changes, the winter and summer of the first and second years after construction were used for a photo-questionnaire by 49 participants. In the analysis of the relationship between visual preference and effective factors, the independent variables included eight factors: form of the material, harmony with the surroundings, the cleanness of river floor, the green area of embankment methods, the water area in river floor, the stone and sand area in river floor, the planting area in river floor, and the area of embankment itself. The result of this study are as follows. First, visual preference in summer was higher than in winter, and the summer landscape of the second you scored the highest value for visual preference. Second, similarly to the way the vegetated concrete block produced a green effect, cobblestone and gabion embankments made of natural materials scored higher than others, whereas the concrete retaining wall scored the lowest of all methods because of it's artificiality. Third, the seven independent variables, except form of the material, are proved statistically significant at the 5% level. The water area in river floor, harmony with the surroundings, the planting area in river floor, and the cleanness of the river floor were revealed as more effective factors influencing visual preference. The research results suggest that the riverscape has to be controlled in terms of seasonal change and embankment methods. Natural materials and green effects in embankment methods are more important for increasing landscape preference, and the landscape factors inside a river should also be considered important variables. It is recommended that advanced study on other factors affecting visual preference of the riverscape be carried out to support this research.