• International Journal of Highway Engineering
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• v.14 no.3
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• pp.141-149
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• 2012

This paper attempts to evaluate driving stability by the vibration of human body. The purpose of this research is to establish an evaluation methodology for controling the quality of road surface. The study was conducted to investigate the relationship between road surface profiles (IRI, International Roughness Index) and the fatigue caused by the vibration of human body. Furthermore, 3-axis acceleration in driving vehicles was examined based on sampling sections under various road conditions. The acceleration value of frequency bands were analyzed by the characteristics of road surface, and realized the range of human influence by conditions and type of road surface with ISO-2631 standards. In general, more human fatigue by vehicle vibration was appeared in concrete pavements with high IRIs based on the analysis from given test data. Whereas, The SMA asphalt pavement and the diamond grinded concrete pavement reduce the human fatigue.

• International Journal of Highway Engineering
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• v.11 no.3
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• pp.111-120
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• 2009

Recently, pay adjustment regulation (PAR) has been developed to induce better performing road pavements around the country. This regulation was successfully applied during rehabilitation of highway flexible pavements for the first time, and their results are the focus of this paper. For highway pavements, a lot has been defined by typical amount of works a day. This lot was further divided into several sublots depending on field conditions. According to AASHTO Quality Assurance Guide Specification, pay factors for each lot were statistically determined with field measurements of five performance indicators. And composite pay factors were calculated by accounting for the impact of individual performance indicators on a long-term performance of pavement. In 2008, the PAR was tested with asphalt overlays conducted at all six local headquarters of Korea Expressway Corporation. Also, concerns raised during implementation are discussed in this paper. Limited data used in this study showed that if all performance indicators fall within the construction limits with less variances final construction costs may increase by 50%, whereas 10% reduction in construction costs could be necessary if key performance indicators such as density do not meet the construction quality requirements.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.475-478
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• 2009

안개가 교통사고를 유발시키는 원인을 살펴보면 운전자의 시거와 밀접한 관련이 있다. 짙은 안개가 발생하게 되면 돌발상황이 발생하였을 때 도로를 주행하던 차량이 안전하게 정지하기 위해서 필요한 최소 정지거리가 증가하게 되나 안개로 인한 시정이 나빠지게 되어서 사고발생확률이 높은 것이다. 또한 안전한 시거가 확보되지 않기 때문에 단독사고 발생 후 뒤따르던 차량이 전방을 확인하지 못한 상황에서 연쇄 충돌하게 되어 사고가 대형화된다. 이에 본 연구에서는 IT기술인 RFID와 USN을 이용하여 안개로 인한 시정거리에 따라 도로에 있는 과속카메라가 도로주행 한계속도를 자기 스스로 판단하여 자동조절하게 만들고 변경된 한계속도를 그 도로를 이용하는 차량운전자 휴대폰에 문자로 전송해주고 도로전광판에서도 정확하게 주행속도정보를 볼 수 있게 한다. 그리하여 도로주행 한계속도를 어기는 차량에는 범칙금을 부과하게 만든다. 본 연구를 통해 안개에 대한 교통사고의 위험을 줄이고 사회적 경제적으로 이익이 되도록 하기위해 기상상태 변화에 따른 USN 기반의 도로주행 한계속도 지능적 조정 관리시스템을 제안하고자 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2017.11a
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• pp.70-71
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• 2017

현재 국내 대도시권은 도시의 외연적 확장과 도로 중심의 교통물류체계 및 통행패턴으로 인하여 도로운송 시스템은 이미 포화상태에 도달하여 교통 혼잡으로 인한 물류비용의 증가, 도로 시설 유지보수 비용 증가 등 사회 경제적 비용 부담이 가중되고 있다. 화물운송시스템도 도로운송에 의존하고 있어 이산화탄소의 배출량이 많아 대기오염의 주된 요인으로 작용하며, 야간 운송에 따른 소음 유발, 교통사고 발생, 도로파손 등 사회문제를 야기하고 $\cdots$(중략)$\cdots$.

• Proceedings of the KIEE Conference
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• 2006.07c
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• pp.1581-1582
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• 2006

본 논문은 그루빙(grooving), 타이닝(tining), 텍스쳐(texture) 등의 포장도로의 표면 상태를 차량에 장착된 고성능의 레이저 변위센서를 사용하여 주행 중에 정밀하게 측정하는 도로 표면 측정 장비 개발에 관한 논문이다. 본 논문에서는 전체 시스템을 설계 및 시험제작 하였으며, 차량 주행을 모사한 실험 모형을 이용한 실내 실험 및 시험도로에서의 실제 도로 표면 측정 실험을 실시하였다. 실내 포장도면 모사장비를 이용한 실험 결과 타이닝 폭 오차 2%, 깊이 오차 4%(60km/h)를 얻었으며, 실외에서 차량에 레이저센서를 장착 후 측정한 실험에서는 폭 오차 3.24%, 깊이 오차 5% (50km/h)가 측정되었다. 이러한 실험 결과를 토대로 시험도로 상의 실제 도로 표면 측정 실험에서는 25mm, 18mm, 26mm, 그리고 임의의 간격의 횡 방향 및 종 방향 타이닝을 측정하였고 이를 확인하였다.

• Annual Conference of KIPS
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• 2010.11a
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• pp.369-372
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• 2010

휠체어 사용자의 이동을 방해하는 요소에는 도로의 경사도, 보도 턱과 같은 물리적인 장벽이 있다. 하지만 물리적 장벽을 직접적으로 제거하기에는 한계가 있고, 힘든 곳들도 많다. 이러한 도로사정 속에서 휠체어 사용자들의 이동상의 어려움을 줄이기 위해 목적지까지 안전하게 이동 가능한 길에 대한 정보를 제공하는 시스템, 가디안을 제안한다. 가디안은 웹 상의 지도 서비스에 수치지도의 정보를 추가하여 도로 경사도 및 기타 장애시설의 정보를 제공한다. 또한, 도로마다 색상의 농도에 따른 안전함의 정도를 표시하고, 사용자 참여기능을 이용하여 도로의 돌발상황 상태를 입력하고 확인할 수 있으며, 보호자와의 실시간 연결 기능을 통해 혼자서 이동하는 두려움을 제거하여 안전한 이동의 완성도를 추구하였다. 여기서는 가디안 시스템의 구조 및 구현을 보인다.

• Journal of Korean Society of Transportation
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• v.23 no.1
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• pp.55-66
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• 2005

Association of South East Asian Nations(ASEAN) has recently decided to develop ASEAN Highway Network to connect member countries by road in an attempt to achieve a goal of closer economic integration in the region. This entailed the necessity to newly construct or upgrade some 5,481 km of road sections to make ASEAN Highway Network functional. This study offers haw we can prioritize development of these road sections using the Analytic Hierarchy Process. Particularly, it shows how individual road sections can be prioritized considering the importance of corridor or road group where the individual road section lies. It also develops how values of different evaluation criteria can be compared in the same scale. This new approach can be useful in prioritizing highway development in such cases where candidate road sections are widely scattered around the region, so detailed benefit and cost analysis is practically too demanding to carry out.

• Journal of the Institute of Convergence Signal Processing
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• v.12 no.2
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• pp.150-156
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• 2011

Smart Highway is a next generation highway that significantly improves a traffic safety, reduces incidence of traffic accidents, and supports intelligent and convenient driving environments so that drivers can drive at high speeds in safety. In order to implement smart highway, it is required to gather a large amount of data including conditions of a road and the status of vehicles, and other useful data. To provide situation information of highway, it has been gathered traffic information using optical sensors(CCTV, etc.). However, this technique has problems such as the problem of information gathering, lack of accuracy depending on weather conditions and limitation of maintenance. It needs radar system which has not effect on environmental change and algorithm processing technique in order to provide information for a safety driving to driver and car. In this paper, it is used radar with 9.4GHz to test performance of a road surface and developed radar system for detecting test. And we compared and analyzed a performance of data acquired from each radar through computer simulation.

• Journal of the Korean GEO-environmental Society
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• v.20 no.2
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• pp.49-58
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• 2019

A study on the analysis of underground ground condition using 3D-GPR exploration was carried out in this paper. The test bed was constructed similar to the field, and the detection analysis was carried out for each depth of cavity and underground burial. Through this, we were able to know the permittivity of the ground by inversion, and we could confirm the depth of detection for the joint by accurate calculation. We confirmed the signal waveforms in the cavity under the road through 3D-GPR exploration, analyzed more quantitatively in subjective and empirical analysis. The subsidence and depth of the subsurface settlement can be observed through 3D-GPR survey, and ground condition change after the ground reinforcement can be confirmed through the exploration section.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.40 no.3
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• pp.285-294
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• 2020

This study investigated the use of Ground Penetrating Radar (GPR) over a two-decade period on public roads, focusing on the electromagnetic characteristics of the pavement dielectrics and attenuation. From the results, a typical range of characteristic value, influencing factors, and a correction method were suggested. The typical dielectrics of asphalt pavements were 4-7, as measured by an air-coupled 1 GHz GPR antenna. The dielectrics of concrete pavements were very large in the early age, but were drastically reduced with ageing. Ten years on, collection was in the range of 6-12. The dielectrics were proportional to the relative humidity (R.H.) of the atmosphere. The effects were reduced to one eighth with an overlay. Attenuation generally increased with thickness of the road layer, and also increased where there was damage. The GPR results could also vary depending on the weather conditions as well as on the characteristics of the GPR equipment, even at the same frequency. Therefore, GPR surveys should be performed on road surfaces without debris on a single, fine day. The reliability of the GPR analysis could be improved by cores and equipment calibration with other non-destructive test surveys.