• 한국환경생태학회지
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• 제16권4호
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• pp.449-456
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• 2003

지리산국립공원의 바래봉지역을 중심으로 북향사면인 용산-바래봉지역과 남향사면인 팔랑-바래붕지역의 계곡부를 대상으로 사면방향과 해발고에 따른 산림구조를 조사분석하였다. 상층임관을 이루는 교목층의 밀도, 평균흉고단면적은 북향사면이 남향사면에 비하여 높았다 북향사면에서는 해발고가 높아짐에 따라 교목층 흉고단면적이 감소하는 경향이었다. 해발고가 증가함에 따라 상대중요치가 증가하는 주요 수종은 신갈나무이었으며, 감소하는 주요 수종은 졸참나무, 소나무 등이었다. 식생층 전체의 목본식물 종다양도는 북향사면이 1.:307로서 남향사면의 1.114보다 높았다 해발고대별 전체 식생층의 종수, 종다양도, 균재도는 2개 사면 모두 해발고가 높아짐에 따라 감소하는 경향이었다 Cluster분석 결과 남향사면 중, 하부의 졸참나무-낙엽활엽수군집, 남향사면 상부 북향사면 중 상부와 계곡 정부의 신갈나무-낙엽활엽수군집. 북향사면 하부의 소나무-신갈나무군집 둥 3개 군집으로 구분되었다. 상대중요치에 의한 종상관 분석결과 서어나무. 졸참나무, 쪽동백나무, 생강나무 등 4개 수종간, 밤나무, 철쭉꽃. 덜꿩나무 등 3개 수종간 유의적인 정의 상관이 있었다.

• 한국환경복원기술학회지
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• 제9권6호
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• pp.123-132
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• 2006

This research was studied to inverstigate the effect of plant mixtures and tackifibers on the vegetation of slope sites. 5 type plant mixtures(tree type, forest type, native herbaceous plant type, foreign herbaceous plant type, and cool-season turfgrass type) and 3 different tackifibers (Guar tackifibers, Polyarchrylamide tackifibers and Cellulose methyl starch) were treated with 3 replications on the experimented slope. The germination and coverage rate were high on native and foreign herbaceous plants and low on cool-season turfgrass, forest and tree types. We could notice that herbaceous plant types were effective on the vegetation of slope in the short term. Because tree or forest type vegetations similar to natural plant habitat, however, were preferable on slope vegetation in the long term, tree species of high germination rate should be selected in this experiment for tree or forest type slope vegetations. Tackifiber treatments increased the germination rate during the early treatment stage. However, the effect of tackifiber treatment on germination rate was decreased on the elapse of time. Guar tackifiber treatment was most effective on the vegetation of slope. As far as soil erosion control was concerned, all tackifiber treatments were effective compared to control.

• 대한지리학회지
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• 제40권
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• pp.15-29
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• 1989

특정지역의 지형은 지질적인 제여건을 반영하고 있으므로 지질과 지형과의 관계를 밝히는데는 다방면에 걸친 연구분석이 이루어져야 한다. 한국 남동지대에 발전하는 지질구조중 소증 양산절층, 동래절층 등의 지질구조는 그 지역의 구조운동을 밝히는 중요한 지표가 될 뿐아니라 지형발달에도 크게 영향을 미치고 있어 지형학적으로도 관심의 대상이 되고 있다. 본 연구의 목적은 태화강 유역의 경사와 절봉면을 분석함으로서 양산절층과 그 부근에 발달한 지질구조가 하천지형의 발달에 어떠한 영향을 미치고 있는가를 밝하는데 필요한 기초자료를 제공하려는 것이다.

• 한국도로학회논문집
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• 제15권4호
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• pp.75-83
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• 2013

PURPOSES: The purpose of study is to understand the characteristic of driving noise from the front and rear tire for effective active noise cancellation application. METHODS : As literature review, noise measurement methods were reviewed. Noise measurement conducted at three kind of section by road slope using CPX(Close Proximity Method). Noise data was compared by total sound pressure level and 1/3 octave band frequency sound pressure level. Also, each section was compared by T-test using SPSS. RESULTS : In the case of the uphill section, it was shown that the sound pressure level of the front tire at Sugwang-Ri and Sinchon-RI sections was higher than that of the rear tire in low and high frequency band. In the case of high slope section of Sangsaek-Ri, the sound pressure level of the front tire was higher than that of the rear tire in high frequency. Also, in the case of the downhill section, it was shown that the sound pressure level of the front tire at Sugwang-Ri and Sinchon-RI sections was higher than that of the rear tire in low frequency band. However, the sound pressure levels of both the front and rear tires were approximately the same in the high slope section of Sangsaek-Ri. The result of T-test showed that total sound pressures of the front and rear tires were not different from each other in the case of high slope and high speed. CONCLUSIONS: Road slope was not an important variable for effective active noise cancellation.

• 한국지반공학회논문집
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• 제37권3호
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• pp.5-17
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• 2021

본 연구는 도로건설공사 중 발생한 암반 비탈면의 인장균열 발생원인 및 대책 방안을 소개하고자 한다. 확장 가능한 인장균열 범위를 조사하기 위하여 전기비저항 탐사를 수행하여 암반의 연약대 분포 여부를 조사한 결과, 인장균열이 발생한 부체도로 하단에 저비저항대가 나타나며 굴착 비탈면 상단 부근에 저비저항대가 분포하는 것으로 확인되었다. 따라서 발생 가능한 인장균열 위치를 굴착 비탈면 상단으로 결정하여 보강 설계를 수행하였고, 보강방안으로 앵커와 억지말뚝 2열이 제안되었고 비탈면 안정해석을 통하여 보강 이후 허용안전율을 만족하는 것으로 나타났다.

• 한국환경복원기술학회지
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• 제2권3호
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• pp.47-53
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• 1999

This study was carried out to suggest the slope revegetation technology of biological engineering using the Ligustrum obtusifolium, which is one of the pioneer plant species. Ahead of the experimental construction, we evaluated the L. obtusifolium's value of biological engineering for the slope stabilization by testing the growth rate after the cuttings were buried for 8 weeks('98. 7. ~ '98. 9.). In this test, it was found that the L. obtusifolium, one of the species deep rooted with developed underground parts, is very effective for the slope stabilization and that the rooting powder(Hormex Powder) gave the better effects on root germination. In April of 1999, the experimental construction of biological engineering technology using recycled L. obtusifolium live cuttings(applied growth-stimulating compound) and green bags was conducted at sandy cut-slope in GLEN ROSS G.C.(Yongin). The slope was tolerant of soil erosion despite of heavy rainfall in the rainy season and many plant species invading for five months('99. 4. ~ '99. 9.). The vegetation research was performed through examining the frequency of each block using the transect method. 21 kinds of plant speices appeared in total area($25.5m^2$) and the dominant species are Digitaria sanguinalis, Setaria viridis, Cyperus amuricus, Persicaria blumei, Artemisia princeps var. orientalis. With regard to life forms, therophytes were shown with a dominant distribution of 66.7% of total species and neophytes relatively with a low distribution of 19.0%. Furthermore, it can be estimated that there is no ecological stabilization of this slope with the result of the ruderal species' occupation of 71.4%. It is too early to argue about ecological mechanical advantages and disadvantages of this technology, but, from the result of this study, it is expected that the slope revegetation technology of biological engineering using L. obtusifolium can be effectively applied to sandy slope(not rock or weathered rock slope) and that the early rapid stabilization and favorable succession could be done with the improvement of soil condition.

• 한국환경복원기술학회지
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• 제1권1호
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• pp.63-69
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• 1998

The slope revegetation methods in Korea are generally the hydroseeding mixed with perennial herbs, soil, fibers, and fertilizer in consideration of scenic landscape rather than ecological and engineering effect. But perennial herbs can't protect the slope from deep surface erosion and they are not tall enough to create the original naturalness at the boundary parts of existing woodlands. This study is about the slope revegetation method using nutritional propagation capacity of plants and the experimental construction was carried out on the cut-slope of Yongin Hoam C.C. We dug several trenches to a depth of 80cm and at intervals of 150cm from each other. After placing various kinds of live branches(Salix species) into the trench, we backfilled with the excavated soils and finally sprayed water mixed with soil-stabilizer, fertilizer. As six months passed, we made a vegetation research and check the slope surface erosion. Vegetation research was performed in examining the frequency of each block using transect method. 31 kinds of plant species appeared in total area($113.6m^2$) and the dominant species are Setaria viridis, Artemisia rubripes, Persicaria pubescens, Plantago asiatica, Cyperus amuricus, Commelina communis. Among the examined blocks, '아', the top part of the slope, showed the ratio of 1.4 as the highest Alpha-diversity. With regard to life form, therophytes were shown dominant distribution of 58% of total species and neophytes relatively low distribution of 16%. It can be estimated that there is no ecological stabilization of this slope, because of ruderal species' occupation of 74% in total area. Regarding the slope stabilization, the serious surface erosion didn't take place in spite of heavy rainfall this year, but a little surface erosion took place at the block where no other species coming from outside of the site were found.

• 복식문화연구
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• 제26권1호
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• pp.95-108
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• 2018

This study analyzed the body shape of the body of 17~19 years old female students using the SPSS 20.0 statistical program according to the 7th Korea Human Body Survey. Factor analysis was based on six factors including body size, body height, shoulder length, and width, upper body length, hip length, and shoulder inclination related factors. Through this cluster analysis, the body shape of late adolescent female student was classified into four types. Body type 1 was the highest body height factor, and the upper body length and the hip length factor were lower. It was analyzed as 'Long leg in the body'. Body type 2 is the 'narrow shoulder skinny type' with high hip and shoulder slope factors and low body size, body height, shoulder length, and width factor. Body type 3 showed body size, shoulder length, height and hip length factor, and body height factor was rather low 'low hip obese body shape'. Body type 4 was analyzed as 'lower shoulder long upper body type' with higher upper body length factor and lower body size and shoulder slope factor. It is thought that when the pattern is made, it is possible to produce excellent patterns by fitting the dimensions of the body, as well as the dimensions of the shoulder width, the slope, and the hip length.

• 지질공학
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• 제17권2호
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• pp.289-297
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• 2007

매년 강우로 인해 발생되는 사면파괴는 많은 재산피해와 인명피해를 발생시키고 있다. 사면재해로부터의 피해저감을 위해 인간의 생활권과 인접한 사면에 대한 지속적인 관리를 통해 이들의 안정성 검토와 보강 대책이 요구된다. 연구지역은 편마암으로 이루어진 암반사면으로써 단층작용으로 인해 대규모 절리군이 형성되어 있는 풍화암 내지 연암의 풍화 특성을 보여준다. 조사사면을 자연사면과 절취사면으로 구분하여 현장자료를 검토한 결과, 자연사면에서는 주 절리군이 형성된 4개 지점에서 평면파괴와 쐐기파괴 가능성이 우세하였으며, 절취사면의 경우 8개 지점에서 쐐기파괴 발생 가능성이 높게 나타났다. 또한 SLIDE 2D에 적용해 이들 사면의 최소안전율에 대한 수치해석 결과에서는 자연사면보다 절취사면의 안정성이 비교적 취약한 것으로 분석되었다.

• 한국환경복원기술학회지
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• 제9권2호
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• pp.16-22
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• 2006

This study was carried out to estimate the physical and chemical soil characteristics in highway cutting slope areas. The soil was sampled in cutting area and natural vegetation area that was located in the upper areas of the highway cutting slope. The average total soil depth, bulk density, and soil hardness were bad in the highway cutting slope sites. The sandy loam was the most soil texture in the study area. The concentration of soil organic matter and nitrogen were very low in all highway cutting areas. The concentration of exchangeable cations was similar between the highway cutting slope and the natural vegetation sites in each highway. The soil pH was higher in highway cutting slope areas than in natural vegetation sites. In conclusion, chemical and physical properties of soil were bad in the cutting slope than in the natural vegetation area because of the loss of soil by cutting of slope area and less organic matter input by less vegetation in the highway cutting slope area. We should employ possible method to reduce the loss of soil, and compost and fertilization treatment could help to increase soil nutrient content in the cutting slope area.