• 제목/요약/키워드: Road slope

검색결과 516건 처리시간 0.028초

임도시공경과년수 및 물리적 특성이 임도사면의 식생 침입에 미치는 영향 (Influence of Elapsed Years and Physical Properties on Vegetation Invasion of Forest Road Slope)

  • 이준우;추갑철;최윤호
    • 한국환경복원기술학회지
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    • 제5권1호
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    • pp.28-34
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    • 2002
  • This study was carried out to analyze the effects of elapsed years and physical properties on invaded vegetation of forest road slope. For the study, 8 forest roads in Asan-si of Chungcheongnam-do were selected and 15 factors that might influence on vegetation invasion were analyzed. In generally, vegetation coverage of slope have increased with the elapsed years. But invasion species have decreased in the cut-slope and increased in fill-slope. There was no significant correlation between rate of vegetation coverage and elapsed years, but rate of vegetation coverage was strongly related with slope aspect. And the species of invasion vegetation affected mostly by the elapsed years and slope aspect among the physical properties.

임도성토사면(林道盛土斜面)의 붕괴예측(崩壞豫測)모델 개발(開發) (Development of Prediction Model for Fill Slope Failure of Forest Road)

  • 차두송;지병윤
    • 한국산림과학회지
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    • 제90권3호
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    • pp.324-330
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    • 2001
  • 본 연구는 비선형모델인 퍼지이론을 이용하여 화성암 지역의 임도성토사면을 대상으로 붕괴가능성 예측모델을 개발하였다. 그 결과는 다음과 같다. 임도 성토사면 붕괴요인의 중요도는 성토사면길이, 성토사면경사, 사면구성물질, 사면방위, 노선위치 등의 순으로 나타났으며, 붕괴위험도는 성토사면길이 8m 이상, 성토사면경사 $40^{\circ}$ 이상, 풍화암 사면, 북동사면 및 능선부 사면에서 크게 나타났다. 임도 성토사면의 붕괴예측 모델은 퍼지적분값 0.5를 기준으로 할 때, 최적화 계수(c)가 0.15, ${\lambda}$값이 3.1165인 경우에 최적 모델로 산출되었으며, 이때의 판별적중률은 86.8%로 모델의 적합성이 매우 높은 것으로 나타났다.

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GIS와 Logistic 회귀모형을 이용한 접도사면 재해위험도 작성 (Making a Hazard Map of Road Slope Using a GIS and Logistic Regression Model)

  • 강인준;강호윤;장용구;곽영주
    • 대한공간정보학회지
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    • 제14권1호
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    • pp.85-91
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    • 2006
  • 최근, 사면붕괴는 산악지역에 접해있는 국도변에서 자연재해로 발생하고 있다. 산악지역의 급속한 도로개설, 확장 등 경제개발로 인하여 사면붕괴와 관련된 사고로 직결된다. 따라서, 국도 안전관리와 국도 기능을 유지하기 위하여 모든 사면의 정기점검은 필수적인 사항이다. 본 연구에서는 도로사면을 평가, 분석하기 이전에 사면붕괴 위험요소를 지리정보(GIS) 데이터베이스로 구축하는 것을 우선시 하고 있다. 따라서, 국도 접도사면의 지리정보(GIS) 정보가 수록되어진 사면대장(SMIS) 작성의 표준안을 제안하였다. 그 다음 연구단계로 로지스틱 회귀모형 적용함으로써 접도사면의 위험성을 사전 평가 할 수 있는 모델을 제시하였다.

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휴대용관입시험기(PPT)를 이용한 토사절토사면 표층자료 예측기법 (Preliminary surveying of Surface data on a road slope Using a PPT(portable penetration test))

  • 곽영주;강인준;충촌효
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2006년도 춘계학술발표회 논문집
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    • pp.541-546
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    • 2006
  • Recently, slope failures are happen to natural disastrous when they occur in mountainous areas adjoining highways in Korea. The accidents associated with slope failures have increased due to rapid urbanization of mountainous areas. Therefore, Regular maintenance is essential for all slope and needs maintenance of road safety as well as road function. The purpose of this paper is to recommend a standard of a $N_{10}^{\sim}$ value of Distribution of a potential failure layer using PPT(Portable penetration test).

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한계령 일대 도로절토사면 특성과 보강방안 연구 (A Study on the Characteristic and Reinforcement of Road Cut Slope all over the HanGye Pass)

  • 이종현;김승현;이정엽;구호본
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.676-680
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    • 2006
  • Many collapse of road cut slope consisted of representative granite of korea peninsula is happened by weathering progress. Chose hangye pass consisted of korea peninsula's representative granite style for this study. Purpose of this study is that consider suitable reinforcement of cut slope consisted of granite by analyzing characteristic of hangye pass vicinity road cut slope.

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집중강우시 발생하는 절토사면 붕괴의 특성 연구 (Characteristics of slope failure caused by heavy rainfall)

  • 장현식;장범수;신창건;박성욱;손종철;박선규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.635-642
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    • 2004
  • Failure occurred slope, due to typhoon 'Rusa' and 'Maemi' last two years, was studied to evaluate the slope failure characteristics. There're three types of the slope in this study, ie. soil slope, rock slope, mixed slope. Statistical analysis was used to estimate the relation between slope type and failure mode. Among the failure occurred slope, soil slope & mixed slope are dominant at the ratio of 33%, 44% respectively. We conclude that soil slope & mixed slope have more higher risk than rock slope during heavy rainfall.

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화강암질 풍화토 절토비탈면의 자생식물 선정 - 충청도와 경상북도 임도를 중심으로 - (Native Plants Selection in Decomposed Granite Cut-slope - In case study on forest road of Chungcheong-do and Gyeongsangbuk-do -)

  • 송호경;박관수;이미정;김효정;;이준우
    • 한국환경복원기술학회지
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    • 제6권5호
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    • pp.48-58
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    • 2003
  • This study was carried out to select proper species for early stage replantation in granite forest road cut-slope. From one to thirteen year elapsed forest roads in five regional areas of Chungcheong-do and Kyungsangbuk-do, sample plots were selected, and their vegetations and environmental factors were investigated. Soil organic matter, total nitrogen, soil moisture content, and bulk density in the granite weathering soils were below 0.5%, 0.02%, 10%, and above 1.2g/$cm^3$, respectively. The environmental factors affecting distribution of species in the granite forest road were the elapsed year, elevation, cut-slope aspect, and cut-slope. Sowing plants of Dactylis glomerata, Lolium perenne, and Eragrostis curvula were found in the early stage of forest road-cut. Annual herbs of Youngia denticulata, Erigeron annuus, etc. were found in the 2-3 years elasped forest road-cut. Perennial herbs of Artemisia princeps var. orientalis, Miscanthus sinensis, etc., parachute woody plants of Weigela subsessilis, Pinus densiflora, etc., and gravitative trees of Prunus sargentii, Lindera obtusiloba, Quercus sp., etc. were found in the forest road cut-slope after 3 years of road-cut. Leguma of Lespedeza cureata, Amorpha fruticosa, Lespedeza bicolor, Pueraria thunbergiana, Albizzia julibrissin, etc., herbs of Artemisia keiskeana, Artemisia princeps var. orientalis, Miscanthus sinensis, etc., and woody plants of Rubus crataegifolius, Weigela subsessilis, Zanthoxylum schinifolium, Pinus densiflora, etc. were considered as proper species for replantation in granite forest road cut-slope.

Analysis of factors affecting vegetation cover for stabilization of granite weathered soil forest road cut slopes

  • Seong-Man Kim;Sung-Min Choi;Ye Jun Choe;Yun-Jin Shim;Joon-Woo Lee
    • 농업과학연구
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    • 제49권4호
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    • pp.809-819
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    • 2022
  • This study was conducted to improve the stability of cut slopes of forest roads in granitic weathered soil areas. The study area is a national forest road (road length 28.48 km) in Pyeongchang-gun, Gangwon-do. After data collection, a statistical analysis was performed using IBM SPSS (Ver. 26.0). First, the correlation analysis showed that structure, slope position, soil erosion, slope, and aspect (N, S) were correlated with vegetation coverage (p < 0.05). Elapsed years, slope distance, and aspect (E, W) were found to have no correlation with vegetation coverage. (p > 0.05) Second, one-way ANOVA and Kruskal-Wallis test results showed that vegetation coverage was worse when the slope was located at the top or the middle of the slope than at the bottom of the slope. In addition, the site with sheathing and gabions showed good vegetation coverage when compared with the site without structures. In the case of soil erosion, areas with severe damage and moderate damage showed worse vegetation coverage. Therefore, it is necessary to strengthen the slope angle of the cut soil of the granitic weathered soil area from 1 : 0.5 - 1.2 to 1 : 0.8 - 1.5. In addition, structures such as sheathing and gabions should be installed on granitic weathered land.

Fuzzy이론(理論)을 이용(利用)한 임도사면(林道斜面)의 붕괴가능성(崩壞可能性) 평가(評價)(I) - 변성암지역(變成岩地域)의 성토사면(盛土斜面)을 중심(中心)으로 - (Evaluation of Slope Failure Possibility on Forest Road Using Fuzzy Theory(I) - On the Fill Slope of the Metamorphic Rock Area -)

  • 차두송;지병윤;오재헌
    • 한국산림과학회지
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    • 제89권1호
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    • pp.33-40
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    • 2000
  • 본 연구는 변성암지역의 임도를 대상으로 비선형모델인 퍼지이론을 이용하여 임도 성토사면 붕괴가능성을 평가하였다. 그 결과는 다음과 같다. 요인별 붕괴위험도는 총노폭이 4~5m, 종단물매 $2^{\circ}$ 이하, 성토사면길이 8m이상, 성토사면경사 $40^{\circ}$ 이상, 노선위치는 능선부, 토질은 풍화암, 산지경사 $40^{\circ}$ 이상, 사면방위는 북서사면, 사면종단변형은 철(凸)형사면에서 가장 크게 나타났으며, 붕괴요인의 중요도는 성토사면길이>성토사면경사>임도위치>토질>사면방위>사면종단면형 순으로 나타났다. 퍼지이론에 의한 임도 성토사면의 붕괴가능성은 퍼지적분값이 0.485이하에서 안정, 0.620이상은 붕괴가능성이 큰 것으로 평가되었으며, 판별적중률은 74.6%로 나타났다. 또한 요인의 수준을 6개로 축소하여 붕괴가능성을 평가한 결과, 퍼지적분값이 0.441이하는 안정, 0.583이상은 붕괴가능성이 큰 것으로 나타났고, 판별적중률은 78.0%로 다소 향상되었다.

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도로절개면 환경에 관한 산성배수의 영향과 대책 (Effect of Acid Drainage and Countermeasure about Road Cut Slope Environment)

  • 김진환;이종현;구호본;박미선
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 봄 학술발표회 논문집
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    • pp.481-484
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    • 2003
  • Sulfide minerals contacted with air and water in coal seam cause oxidation reactions. This oxidation reactions make low pH of groundwater and surface water(Acid Drainage). The reddish brown precipitate collected from the cut slope of the study area was estimated using the X-Ray Diffractometer(XRD). XRD results show that the cut slope was affected by Acid Drainage. The cut slope exposured to Acid Drainage become weak about chemical weathering and defile the appearance of the road. Drainage facilities are very important in Cut Slope under Acid Drainage influence. Reactions between Coal seam and water cause chemical weathering and environmental problem. Therefore It is important to control the transfer paths of groundwater and surface water and to install water collecting facilities

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