PURPOSES : The purpose of this study was to quantitatively evaluate the variability of LiDAR performance indicators, such as intensity and Number of Point Cloud(NPC), according to various environmental factors and material characteristics. METHODS : To consider the material characteristics of road safety facilities, various materials (Reference Material(RM), reflective sheet, matte sheet, granite, plastic, and rubber) were used in a darkroom, and the performance indicators of LiDAR were repeatedly measured in terms of changes in the measurement distance, rainfall, and angle of observation. RESULTS : In the case of standard reflective materials, the intensity measurement value decreased as the measurement distance and rainfall increased. The NPC showed a tendency to decrease as the measurement distance increased, regardless of rainfall intensity. For materials with high-intensity values, it was found that rainfall intensity and color had negligible effect on the change in intensity compared with the measurement distance. However, for materials with low-intensity values, it was found that the measurement distance, rainfall intensity, and color all had a significant effect on the change in intensity. CONCLUSIONS : For materials with high-intensity values, it was found that rainfall and color had negligible effect on change in intensity compared with the measurement distance. However, for materials with low-intensity values, the measurement distance, rainfall, and color all had a significant effect on the change in intensity value.

본 연구에서는 코어직경에 따른 시멘트 모르타르의 부착강도 변동 특성을 분석하기 위하여, 코어직경 50mm 부착강도 13개 데이터와 코어직경 75mm 부착강도 17개 데이터를 활용하여 분석하였다. 부착강도의 평균값을 비교하면 코어직경 75mm의 값이 코어직경 50mm의 값에 비해 10.5% 정도 크게 나타났으며, 코어직경에 따른 부착강도의 변동계수(Coefficient of Variation) 값을 비교·분석한 결과 코어직경 75mm의 변동계수가 모든 시험 회차에서 상대적으로 작게 나타났다. 그러므로, 코어 직경에 따른 부착강도의 변동성을 최소화 하기 위해서는 코어직경 75mm를 사용하는 것이 바람직할 것으로 판단된다.

Because aging sewer on the ground due to cavitation are a lot of social problems occur, the existing aging pipes are to be replaced. But is not easy to accurately detect the aging water and sewage pipes. In this research, we present a technique that can detect defective sewerage pipes used in GPR through Test-bed, which can be used as urban planning resources for water supply and drainage pipes replaced.