드론 및 딥러닝을 활용한 도로 유지관리 시스템 개발

가현길,문성호 한국도로학회 2024 한국도로학회 학술대회 발표논문 초록집 Vol.2024 No.03

도로의 포장 상태의 노후화나 관리미흡으로 인하여 시민의 사유 재산 중 주요한 요소인 자동차 등의 손상이나 자동차 사고 로 이어질 수 있어 큰 사회적 비용이 발생할 뿐 아니라, 시민들의 불편과 불만을 초래할 수 있다. 최근 도로 포장의 경우 포트홀 발생 건수와 그에 따른 민원 및 소송 건수가 증가해 행정력 및 예산이 낭비되고 있으며, 서울시의 경우 포장도로 노후화 추이가 증가함에 따라 유 지 관리 비용 또한 증가하고 있다. SOC 시설물 안전성 강화에 대한 사회적 요구는 지속적으로 증가하고 있어 한정된 예산의 효율적 활용을 위한 첨단 유지관리기술 도입이 시급하다.

재생첨가제를 적용한 순환 아스팔트 콘크리트 혼합물의 공용성능 평가에 관한 연구

가현길,문성호,Ga, Hyun-Gil,Mun, Sung-Ho 한국토지주택공사 토지주택연구원 2022 LHI journal of land, housing, and urban affairs Vol.13 No.4

Reclaimed aggregates through waste asphalt are produced and utilized for waste resource utilization. This study conducts quality tests and performance evaluations for mixtures with Rejuvenator applied to reclaimed asphalt concrete. Through quality testing and performance evaluation, the study investigates whether there is any problem in using reclaimed asphalt concrete by replacing general hox mix asphalt. As a result, the values of ordinary hot mix asphalt are similar to those of reclaimed asphalt, suggesting that the substitution does not create critical engineering issues. Using reclaimed asphalt concrete has the advantages of increasing economic efficiency and utilizing waste resources.

아스팔트의 성능개선을 위한 고분자 재료의 특징과 현황

가현길 한국아스팔트학회 2023 한국아스팔트학회지 Vol.13 No.1

Domestic asphalt pavement is intensifying damage due to various reasons such as traffic volume and temperature changes. As a way to solve the damage of asphalt pavement, a modified asphalt mixture mixed with a modifier of asphalt is used. In particular, as an improvement measure to prevent plastic deformation among the types of damage to asphalt pavement, modified asphalt is used in which various modifiers are mixed into the asphalt. Asphalt modified materials mainly produce the effect of plastic deformation suppression by modifying the high temperature characteristics, which is asphalt vulnerability. In the case of modifiers used in Korea, there are various types of modifiers such as chemcrete, gilsonite, SBS, SBR, EVA, LDPE, etc. In this study, the types of asphalt modifiers were listed and the characteristics of each modifier were analyzed. In addition, the resistance to cracking and plastic deformation was comparatively analyzed through the indoor test results of hot mix asphalt and modified asphalt mixture.

배수성포장 및 우수 순환시스템을 적용한 도로변 미세먼지 저감 연구

가현길,공유석,권영주,김건우,문성호 한국도로학회 2019 한국도로학회 학술대회 발표논문 초록집 Vol.2019 No.03

소음예측 프로그램을 이용한 저소음포장의 소음감소효과에 대한 평가

가현길,공유석,이시원,문성호 한국도로학회 2017 한국도로학회 학술대회 발표논문 초록집 Vol.2017 No.10

최근 서울 도심 지역에 급격한 자동차 수 증가로 인한 도로교통소음의 심각성이 사회에서 주목을 받고 있다. 각 기관들은 도로교통소음을 해결하기 위해 여러 가지 방안을 내놓고 있으며, 2017년 3월 서울시는 저소음포장을 소음감소대책으로 내놓았다. 여러 가지 소음감소대책 중 저소음포장이 최근 들어 많은 관심을 받고 있는 이유는 방음벽과 방음터널의 경우 도심의 미관을 파괴하고 소음대책이 필요한 지점에 따라 소음저감 효과가 상이하게 발생하는 반면, 저소음포장의 경우 소음대책이 필요한 지점에 상관없이 일정한 소음저감 효과를 나타내고 있기 때문이다. 이와 관련하여 본 연구에서는 소음예측 프로그램을 통하여 저소음포장의 소음감소효과를 평가를 하는 것을 목적을 두고 있다. 소음예측은 Korea Environment Institute 가이드라인에 기초하여 수행되었다. 저소음 포장에 대한 감소효과를 평가하기 위해 소음지도 모델링을 진행하여야 한다. 모델링의 경우 일반포장에서의 실제 교통량과 통행속도를 입력하여 나온 시뮬레이션 값과 실제 지점에서 소음을 측정한 값이 3dB차이가 나지 않아야 검증된 모델로 규정하고 있다. 이렇게 검증이 된 모델을 사용하여 소음예측을 진행하였을 때, 일반 포장이 설치 된 도로를 저소음포장으로 교체 설치하여 소음감소도를 분석하게 된다. 또한 저소음포장이 한 층 및 두 층으로 포장되었을 경우에 대해 소음감소도를 분석하였고, 여러 조건의 속도와 교통량을 입력하여 각 조건별로 감소도를 분석하였다. 여러 가지 상황에서 어떤 경우에 가장 많은 감소도를 보이는지 분석하였다. 그림 1.은 특정 교통량과 특정 속도에 대한 소음예측을 한 것이다. 그림 2.의 경우는 그림 1.과 같은 교통량과 속력을 입력하였지만 포장이 저소음포장을 두 층으로 바꿔 설치 된 것이다. 그림을 비교해보면 저소음포장을 설치한 경우 7dB의 감소도를 볼 수 있다. 이를 포함한 많은 경우의 수에서 저소음포장에 대한 소음감소도를 분석하였다

드론 및 딥러닝 기술 기반 시스템을 이용한 도로 균열 탐지모델에 관한 연구

가현길,신휘재,문성호 한국도로학회 2023 한국도로학회 학술대회 발표논문 초록집 Vol.2023 No.03

가속도계를 이용한 실시간 다짐도 평가 알고리즘 개발연구

김건우,가현길,문성호 한국도로학회 2021 한국도로학회논문집 Vol.23 No.2

PURPOSES : The driver's ability to make a commitment has resulted in excessive force and a lack of commitment. To solve this problem, we are developing an algorithm that analyzes resolution in real-time by introducing IoT and informs drivers of the completion of compaction. METHODS : Real-time compaction was analyzed by installing accelerometers on the rollers. To evaluate the algorithms, we conducted an apparent density test. RESULTS : The algorithm data and apparent density test data showed similar trends. This means that the proposed algorithms are sufficiently reliable. However, a lack of data samples and the fact that only data prior to completion of the commitment were analyzed may indicate a lack of reliability. CONCLUSIONS : In subsequent studies, the number of samples will be increased and the data after completion of the commitment analyzed to increase reliability. Introducing a tachometer will prevent the TVL from falling sharply when the direction of the rollers' progress changes. In addition, it is also planned to upgrade the algorithms by researching cases in which the algorithms did not produce satisfactory results owing to problems such as temperature and speed.

순환 가열 아스팔트의 용도별 기계적성능 평가 및 경제성 분석 연구

문성호,가현길,이시원,박용부,Mun, Sung Ho,Ka, Hyun Gil,Lee, Ci Won,Park, Yong Boo 한국토지주택공사 토지주택연구원 2019 LHI journal of land, housing, and urban affairs Vol.10 No.4

The government is encouraging the notice of obligatory reclaimed asphalt as a result of the economic and social positioning of green growth to reduce the amount of waste resources and to solve natural resource problems by recycling continuously generated waste resources. However, it is necessary to develop application guideline for each application to apply reclaimed asphalt to the site because quality control of the reclaimed asphalt is difficult and the specifications are ambiguous as well. Therefore, in this study, the mix design, quality test, performance test, and finite element analysis about reclaimed Asphalt Pavement were conducted to develop application guideline for reclaimed hot asphalt. The mix design was carried out for the comparative general hot mix asphalt mixture, the reclaimed hot mix asphalt mixture using the additive, and the reclaimed hot mix asphalt mixture without the additive. Indirect tensile strength and tensile strength ratio tests were used to characterize the reclaimed hot mix asphalt mixture. Using the results of dynamic modulus test and FWD test for KPRP analysis and finite element analysis, the performance life was evaluated for general pavement and pavement using recycled aggregate. Finally, the life cycle cost analysis was used to compare and analyze the economics of reclaimed asphalt concrete pavement.

그래핀 나노플레이트 및 카본블랙을 첨가한 아스팔트 혼합물의 공용성 평가

고동영,가현길,이시원,문성호 한국도로학회 2021 한국도로학회논문집 Vol.23 No.5

PURPOSES : Graphene nanoplates, which have recently been in the spotlight in various fields, are a layer of graphite used in pencil leads, with carbon arranged in hexagonal honeycomb shapes. The graphene is 0.2 nanometers thick, and it possesses high physical and chemical stability, high strength, and conductivity. These graphene nanoplates have been studied for application in various devices such as semiconductors and batteries, and in the construction sector, where they are used as additives to improve the durability of cement concrete. The purpose of this study was to investigate the physical, and functional properties of graphene-modified asphalt mixtures. METHODS : In this study, the graphene input content of asphalt mixture samples was determined using an asphalt performance grade (PG) test. Based on the results of the test, their strength, stiffness, thermal properties, and electrical conductivity were evaluated. Indirect tensile strength test and dynamic modulus (DM) test were conducted to evaluate the strength and stiffness, and thermal conductivity tests and electrical conductivity evaluations were conducted for determining the functionality of the graphene-modified asphalt mixtures. The thermal conduction test was used to measure the external temperature change over time by placing a general heated asphalt mixture and graphene-modified asphalt with the same raw material-specific mixing ratio inside the temperature chamber in order to measure the heat conductivity. The electrical conductivity was evaluated using a digital multimeter to measure the resistance of DC voltage and DC current via a 4-probe method. RESULTS : The performance grade (PG) test results showed that, for a dynamic shear rheometer (DSR), both tests met the baseline and that physical changes in the binder did not appear evident with graphene addition. Furthermore, each content met the baseline for the bending beam rheometer (BBR). The increasing ratio of flexural creep stiffness approached the maximum when 7.5% graphene was used. In indirect tensile strength test, an average of thrice the indirect tensile strength for graphene-modified asphalt was 0.92 N/mm2, which was approximately 0.04 N/mm2 higher than the average measured three times that of hot mix asphalt mixture, with the same raw material mixing ratio. In the thermal conduction tests, the temperature and the rate of change of temperature of the graphene-modified asphalt mixture were higher than those of the hot-mix asphalt mixture. Lastly, the results of the electric conductivity test using the 4-probe method showed that the electrical conductivity increased slightly as the graphene content increased, but overall, it showed very low electrical conductivity. CONCLUSIONS : In this study, the potential for enhancing the physical and functional performance of graphene nanoplates applied to asphalt mixtures was demonstrated. However, it is practically difficult to arrange graphene particles continuously within an asphalt mixture, which is believed to have very low electrical conductivity.

중온화 첨가제의 아민성분에 따른 중온아스팔트 혼합물의 공용성능 평가에 관한 연구

이창준,가현길,박동일,권영주,문성호 한국도로학회 2022 한국도로학회논문집 Vol.24 No.4

PURPOSES : The purpose of this study was to reduce greenhouse gases and prevent potholes on roads by evaluating the performances of hot and warm mixed asphalt mixtures. METHODS : Quality tests were conducted using an appropriate aggregate ratio of the asphalt mixture. The tests for comparing the warm mixed asphalt mixture are the indirect tensile strength and toughness, Marshall stability and flow, tensile strength ratio, and dynamic immersion test. A performance evaluation was conducted using a mixture that satisfied the quality test results. A performance evaluation test was also conducted using the dynamic modulus and Hamburg wheel tracking test. To analyze the performance based on the amine content, the performance was compared with that of a hot mixed asphalt mixture. RESULTS : All tests for the mixture results satisfied the standard values. The optimal amine content was analyzed through the high and low frequencies of the dynamic modulus test results and stripping inflection point with the final rut depth of the Hamburg wheel tracking test. The dynamic modulus test results demonstrated better crack resistance and plastic deformation when a high amine content ratio was used. The Hamburg wheel-tracking test showed water resistance and plastic deformation resistance. The test results of the Hamburg wheel tracking indicated better deformation resistance and water resistance when a high amine content ratio was used. CONCLUSIONS : The plastic deformation and crack resistance increased with an increase in amine content. Analysis of the comprehensive test revealed that the optimal amine content was between that of additives B(50%) and C(65%). Tests with a granular amine content are planned to confirm the specific components. Also planned are a simplified viscoelastic continuum damage test and a semicircular bending test to evaluate the performance better.