• 한국지리정보학회지
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• 제15권3호
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• pp.13-22
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• 2012

기존의 공간구문론(Space Syntax)을 활용한 공간구조분석(Spatial Structure Analysis)은 가로망(road)에 관한 인자(factor)만을 활용하는 한계를 가지고 있기에, 가로망 인자만이 아닌 지역의 지역적 특성을 고려한 인자를 도출한 현실성 있는 공간구조 분석 방법이 필요한 실정이다. 본 연구는 지역의 공간구조 특성인자를 도출하여 기존의 공간구문론과 GIS와의 통합모델을 구축하여 수정형 공간구조분석 방법을 제시하고 합덕읍 일원의 중심지역을 대상으로 공간구조 분석을 수행하는데 목적이 있다. 이를 위해 전문가 설문조사를 실시하여 지역의 공간구조 특성요인 및 상대적 가중치를 도출하였고, 지역적 특성을 반영하는 인자로 가로망 뿐만 아니라 용도지역, 지가, 건물의 밀집도 요인을 도출하였다. 분석 결과 합덕읍의 경우 도로만을 이용한 기존의 공간구조분석을 활용한 공간구조분석 방법이 실제적인 값을 반영하지 못한 것으로 분석되었고, 지역적 특성 인자를 추가하여 분석한 수정형 공간구조분석 결과가 합덕읍의 현실성을 잘 반영한 것으로 나타났다. 즉, 합덕읍과 같은 경우 개발 축에 따라 가로망이 변화되고 중심성이 변화되는 지역이 아니라, 효율성과 형평성에 의해 가로망이 형성되거나 쇠퇴로 인해 중심성이 변화된 지역이기에 이러한 지역의 경우 지역적 특성을 반영한 방법이 더 적합한 것으로 분석되었다. 향후 지역적 특성을 반영한 공간구조분석 인자 선정 및 파라미터 선정에 관한 더 깊은 연구가 필요하고 다른 지역을 대상으로 시뮬레이션하여, 모델에 대한 상호 검증 및 보완하는 과정이 필요할 것이다.

• 한국환경복원기술학회지
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• 제2권3호
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• pp.83-92
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• 1999

To investigate the influence of forest road characteristics and site conditions on the stability of forest-road in granite area, four forest roads had been selected in Kyongbuk regions. The total of 13 road characteristic variables were evaluated by the discriminant analysis. The factors influencing the stability of forest road were bed rock, slope length, coverage, hardness, side-ditch erosion and road width. But aspect and soil texture were not significant for the stability in this area. In the correlation between forest environment and road structure, hardness and bed rock was highly significant in stability group, and coverage and side-ditch erosion was highly significant in instability group. 75 of 175 segments were instable whereas the others were stable. The centroids value by discriminant function in the stability and instability were estimated to 3.0585 and -1.9116, respectively. The stability criterion of forest road was discriminated from the centroids value of the each group. The main factors contributing the stability of forest road were significant in order of side-ditch erosion, coverage, soil texture, elevation, gradient, slope length and construction year. The prediction rate of discriminant function for stability evaluation of forest road was as high as 97.44%. In conclusion, the forest road structure factors such as length, coverage and slope gradient were controlled by construction techniques. If the factors like those should be considered in design, construction and forest road management, the stability of forest road may increase more. And also, it is necessary to take slope protection measures like small terraces and retaining walls for stability of cut slope.

• 한국산림과학회지
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• 제83권2호
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• pp.211-220
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• 1994

임도(林道)는 산림자원(山林資源) 조성(造成) 및 벌출작업(伐出作業) 등(等) 산림(山林)의 운영관리면(運營管理面)에서는 물론이고 일반인(一般人)의 보건휴양(保健休養)과 관광(觀光), 그리고 공도(公道) 기능면(機能面)에서도 임도설치(林道設置)가 절실히 요구(要求)된다. 따라서 본(本) 연구(硏究)는 강원도(江原道)의 국유림(國有林) 4개소(個所)와 전라북도(全羅北道)의 송유림(私有林) 4개소(個所)의 기설(旣設) 임도(林道)에 대하여 산림(山林)의 몇 가지 요인별(要因別) 설치효과(設置效果)를 분석(分析)하여 산림(山林)의 다각적(多角的)인 기능(機能) 제고(提高)를 위한 임도(林道)의 개설유형(開設類型)을 제시(提示)코자 분석(分析)한 결과(結果)는 다음과 같다. 1. 지형적(地形的) 요인(要因)과 지역사회적(地域社會的) 요인(要因)이 양호(良好)한 지역(地域)에서 투자효율(投資效率)이 높게 나타났고, 산림실태적(山林實態的) 요인(要因)과 임도구조적(林道構造的) 요인(要因)이 양호(良好)한 지역(地域)에서 투자효율(投資效率)이 낮게 나타났다. 이는 현재(現在)의 산림실태(山林實態)를 감안할 때 임업이외(林業以外)의 이용(利用)에 큰 비중(比重)을 두고 임도(林道)를 설치(設置)한 것으로 생각되어 금후(今後) 지형적(地形的) 요인(要因)이 불리한 지역(地域)에는 '산지자원화형(山地資源化型)'의 임도(林道)를, 산림실태적(山林實態的) 요인(要因)이 양호(良好)한 지역(地域)에는 '산지이용형(山地利用型)'의 임도(林道)를 설치(設置)해야 개설효과(開設效果)를 증대(增大)시킬 수 있을 것이다. 2. 효과적(效果的)인 임도(林道)를 개설(開設)하기 위해서 다목적(多目的)으로 이용(利用)할 수 있는 노선(路線)을 선정(選定)하되, 제반요인(諸般要因)에 의해서 분석(分析)한 종합평가(綜合平價) 점수(點數)가 높은 지역(地域)에 우선 설치(設置)하므로써 개설효과(開設效果)를 더욱 증대(增大)시킬 수 있을 것이다. 3. 임도(林道)의 유형구분(類型區分)은 산림실태적(山林實態的) 요인비(要因比)와 임도구조적(林道構造的) 요인비(要因比)가 60% 이상인 지역(地域)은 '산지이용형(山地利用型)', 산림실태적(山林實態的) 요인비(要因比)를 비롯한 모든 요인비(要因比)가 60% 이하인 지역(地域)은 '산지자원화형(山地資源化型)', 지형적(地形的) 요인비(要因比)와 임도구조적(林道構造的) 요인비(要因比) 및 지역사회적(地域社會的) 요인비(要因比)가 60% 이상인 지역(地域)은 '지역개선형(地域改善型)', 지형적(地形的) 요인비(要因比)를 비롯한 모든 요인비(要因比)가 60% 이상인 지역(地域)은 '보건휴양형(保健休養型)', 그리고 지역사회적(池域社會的) 요인비(要因比)와 산림실태적(山林實態的) 요인비(要因比)가 60% 이상인 지역(地域)은 '복합개발형(複合開發型)' 등(等)으로 구분(區分)하여 특징(特徵)있는 임도(林道)를 개발(開發)하는 것이 합리적(合理的)일 것이다.

• 한국환경과학회지
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• 제20권9호
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• pp.1205-1212
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• 2011

As serving people's activities, pedestrian road systems are basic and necessary facilities in urban structure. To provide and utilize these pedestrian road systems in residential area would enhance urban environment as well as quality of life. For this reason, pedestrian road should be planned by consideration of people's activity in residential area. Evaluation of existing pedestrian road should be also oriented how people use it and what people do in it. This study amis to investigate functions of pedestrian road system throughout evaluation of user's satisfaction in order to improve better pedestrian road system in residential area. The purposes of this study are to analyze components of factors affecting on user's satisfaction, and to find the relationship among affecting factors. For this study, the on-site questionnaire method was applied to 267 individuals who were collected as the study areas where locate Toyogaoka and Kaidori, Japan. The collected data were clarified exploratory factors, and analyzed relationship between the factors and satisfaction by applying quantitative statistical techniques for the mapping investigation, Mann-Whitney u-test, and correlation. The results of this study are follows. The pedestrian road system is more preferred than surroundings of vehicle roads in residential district area where maintains pedestrian road as open space. In addition, satisfactions of the pedestrian road for each purpose were highly evaluated, because of conformability and convenience for usage. Consequently, the pedestrian road which is secure and greening as an open space is well carried out for the living circulation of residents. It would suggest that pedestrian road have to be managed and planned not a function of circulation but an open space system.

• Proceedings of the National Institute of Ecology of the Republic of Korea
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• 제2권4호
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• pp.274-278
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• 2021

Road structures play an important role in collisions involving vehicles and wildlife. Our study aimed to determine the effect of various types of road structures on the risk associated with roadkill. We surveyed 50 previously identified roadkill hotspots, ranked from one to five according to roadkill density. We collected nine types of road structure data on each hotspot road section. Structures with similar characteristics were grouped together, resulting in five categories, namely, median barrier, high edge barrier, low edge barrier, speed, and visibility. We examined the existence of each road structure category at each hotspot rank. The cumulative link model showed that the absence of bottom blocked median barrier increased the roadkill hotspot rank. Our study concluded that a visual obstacle in the middle of roads by the median barrier decreases wildlife road crossing attempts and roadkill risk. We suggest that future roadkill mitigation plans should be established considering these characteristics.

• 한국재난정보학회 논문집
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• 제4권2호
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• pp.68-91
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• 2008

Our country is consuming huge source of revenue to improve geometric structure of road with a view to improve safety of the road. However, it is more efficient to provide high-quality pavement markings to the road users. For this purpose, in this study, it is considered the optical theory related to retroreflectivity of pavement marking along with the our country's study literature and foreign. And also considered ur country standard related to pavement marking, made pavement marking sample and measured retroreflectivety. For the experiment, it is selected colors of normal temperature-type paints, grading and content of glass bead as experiment factors. After it is made the same conditions like construction spot, measured retroreflectivity according to the combination of factors and analyzed the optimization of factors.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.471-474
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• 2007

On the road, geometric structure such as horizontal alignment, vortical alignment and crossing inclination ate important to explain characteristics of road and safety analysis. Especially, horizontal and vortical alignment are have to do with safety of covering. In existing road, for the safety analysis or alignment improvement and expansion pavement, it needs alignment factor of road. Alignment factor of road can be acquired by design drawing. But, design drawing can be not exist because of rack of facility management and national policy that centered to construction. And also, existing design drawing have a lot of differences in comparison with another existing design drawing cause of alignment improvement. In this case, for the precise analysis of alignment, 3-dimensional location information on the road centerline and acquisition of location information which related geometric structure are must to be preceded. In this study, therefore, it provide alignment factors which needed to alignment improvement and road safety analysis by acquisition of road space information and extraction of road centerline data using LiDAR data.

• Structural Engineering and Mechanics
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• 제11권3호
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• pp.259-272
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• 2001

The impact behavior of a multigirder concrete bridge under single and multiple moving vehicles is studied based on correlated road surface characteristics. The bridge structure is modeled as grillage beam system. A 3D nonlinear vehicle model with eleven degrees of freedom is utilized according to the HS20-44 truck design loading in the American Association of State Highway and Transportation Officials (AASHTO) specifications. A triangle correlation model is introduced to generate four classes of longitudinal road surface roughness as multi-correlated random processes along deck transverse direction. On the basis of a correlation length of approximately half the bridge width, the upper limits of impact factors obtained under confidence level of 95 percent and side-by-side three-truck loading provide probability-based evidence for the evaluation of AASHTO specifications. The analytical results indicate that a better transverse correlation among road surface roughness generally leads to slightly higher impact factors. Suggestions are made for the routine maintenance of this type of highway bridges.

• Journal of Forest and Environmental Science
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• 제14권1호
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• pp.145-156
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• 1998

본 연구는 집중호우로 인하여 임도사면 붕괴가 발생한 강원도 춘천시 지역의 5개 임도(백양임도, 변가터임도, 사오랑임도, 부귀임도, 당림임도)를 대상으로 수량화이론(II)에 의한 절토사면의 붕괴위험 예측에 관하여 분석하였다. 그 결과는 다음과 같다. 임도 절토사면 붕괴는 주로 절토부 구조적인 요인과 식생, 지형적인 요인이 복합적으로 작용하여 발생하는 것으로 나타났다. 또한 편상관계수(partial correlation coefficient) 및 범위(range) 값에 의한 절토사면의 붕괴예측 결과는 절토길이 8m이상, 토심이 2.5m이상, 산지경사 $30^{\circ}{\sim}50^{\circ}$사이, 절토피복율이 무식생인 경우, 절토경사 $60^{\circ}$ 이상에서 붕괴위험도가 높게 나타났으며, 판별적중율은 90.1%이었다.

• 한국인터넷방송통신학회논문지
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• 제13권2호
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• pp.25-32
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• 2013

차량이 곡선도로를 선회함에 있어 차량 내부적 요소인 차량의 진입속도, 차량에 작용하는 횡가속도, 전복과 관련된 롤 각, 그리고 외부적 요소인 노면과 타이어와의 마찰 및 도로의 구조는 중요한 요소이다. 본 연구에서는 교통사고 재현을 위한 PC-Crash프로그램을 이용하여 차량의 진입속도와 도로의 편경사, 노면상태에 따른 마찰계수를 변수로 두어 선회 시 차량의 상태변화를 분석하였다. 그 결과로, 곡선도로 선회시 한계속도 설정에 관해 도로구조와 노면상태에 따른 마찰계수가 중요한 요소가 된다는 것을 확인하였다.