This study installed and evaluated the efficiency of a radon barrier membrane, radon mat, and radon well in the removal and reduction of radon gas that originates from the soil and flows indoors. The study aims to present a fundamental and long-term solution to radon reduction in buildings by preventing soil radon, which is the main source of radon gas, from migrating indoors. A radon barrier membrane, radon mat, and radon well were developed and verified, and the radon reduction effect of each system was evaluated. Through applying a special radon gas blocking film with a 5-layer structure, the radon barrier membrane prevents radon gas particles from passing through the polymer deposited on the radon blocking film. The radon mat is a type of radon reduction construction method that induces radon gas generated from the soil under the building to move in the desired direction through the plate-structured pressure reducing panel and discharges radon gas to the outside of the building through an exhaust pipe and fan installed at the edge. In addition, the radon well can also be applied to special structures such as old buildings and historical sites where it is difficult to directly reduce radon concentration within the building foundation, because the intake area can be controlled and, therefore, the method can be applied in a variety of environments and ranges. In the case of Intervention 1 (installing a radon barrier membrane and radon mat), the soil radon was reduced by 24.7%. Intervention 2 (installing a radon barrier membrane, radon mat, and radon well) reduced the soil radon by 45.1%, indicating that the effect of reducing the soil radon concentration was 1.8 times higher compared with installing only the radon barrier membrane and radon mat. The measurement showed that the indoor radon concentration was reduced by 46.5%, following the reduction in soil radon concentration through Interventions 1 and 2, demonstrating the effect of reducing indoor radon gas by installing the radon barrier membrane, radon mat, and radon well. Through the production and installation of prototype systems, this study confirmed the reduction effect of radon concentration in soil and indoor air. These systems achieved a higher efficiency at a relatively low cost than that achieved with the existing radon reduction methods applied in Korea and abroad.

PURPOSES : The percentage of vehicle overturning accidents is 16.3% of vehicle alone fatal accidents, with a fatality rate of 9.0%, accounting for a high proportion, and heavy vehicles with a high center of gravity are vulnerable to overturning accidents. In the standard guidelines of Super-Bus Rapid Transit(S-BRT), it is recommended to install physical facilities that separate buses from other traffic on dedicated bus ways, and lane separation facilities are being developed. To develop low-profile lane separation facilities that do not interfere with sight obstruction for pedestrians and drivers, it is necessary to review the height of lane separation facilities to prevent overturning crashes of heavy vehicles. METHODS : Heavy vehicle impact conditions of 8ton-55km/h-15°, 8ton-55km/h-20°, 8ton-65km/h-15°, and 8ton-65km/h-20°were applied to compare the vehicle behavior by the height of lane separation facilities using LS-DYNA, a three-dimensional nonlinear impact analysis program based on speed and angle changes. In addition, the behavior of the vehicle after the collision was analyzed to examine the impact conditions in which an overturning crash occurs when a heavy vehicle collides with a low-profile lane separation facility and the appropriate height of the facility to prevent overturning. RESULTS : In general, under the 8ton-65km/h-15°condition, which is a heavy vehicle impact condition used in the performance standard of the barrier, the vehicle’s behavior after the collision was stable as the height of the lane separation facility increased. CONCLUSIONS : Therefore, when the impact conditions were 8ton-65km/h-15°or less, it was determined that the appropriate height to prevent the condition of the lane separation facility was 400mm or more.

PURPOSES : According to the guidelines of Super Bus Rapid Transit(BRT), dedicated bus roads and dedicated bus lanes shall be used, and physical lane separation facilities should be installed for lane separation. Therefore, physical barriers (lane separation facilities) are being developed for exclusive bus operations. Low-profile lane separation facilities should be developed that do not interfere with the views of pedestrians and drivers. The appropriate heights of the barrier to prevent overriding in the event of passenger car crashes were reviewed. METHODS : By applying the performance standards of the safety barrier, passenger protection performance according to the change in the height of the lane separation facilities and the vehicle behavior after the crash were analyzed using computer crash simulations. Crash criteria of 1.3 ton-60 km/h-20°and 1.3 ton-80 km/h-20°were used as vehicle impact conditions. The simulation was performed by increasing the height of the lane separation facilities from 200 mm to 500 mm. To prevent the deformation of the lane separation facilities owing to a vehicle crash, the boundary conditions of the node under the lane separation facilities were fixed and modeled. RESULTS : The collision simulation results showed that, for a collision speed of 60 km/h, no override occurred for the height of the lane separation facility of 250 mm or more, and for a collision speed of 80 km/h, no override occurred for the height of the lane separation facility of 300 mm or more. CONCLUSIONS : Therefore, the appropriate height of the lane separation facility for the collision of a passenger car with a collision speed of 80 km/h or less was determined to be 300 mm or more.

Recently, interest in OSC(Off Site Construction) is increasing due to the trend of a decrease in skilled workers and an increase in labor costs. In this regard, PC(Precast Concrete) is being reviewed for apartments, the most common type of housing in Korea. As the biggest concern for PC apartment houses, civil complaints such as inter-floor noise and leakage were presented. In this study, the details of the joints were reviewed based on the past cases of PC apartments, and the details of the recently constructed or planned PC apartments were investigated. Through this, the leakage path in the past was analyzed through the existing research literature and data. And wall type RC and PC apartment joint leakage test was performed and we found the needs for a detail of waterproof steps, sealant. Also, joint details were investigated for a rahmen type apartment housing under construction. At last, A discussion was conducted on the direction for a detailed proposal of an improved joint in the future.

본 연구는 고밀도폴리에틸렌 코편을 마스크에 적용 후 MRI 검사에 사용하여 SNR의 변화를 측정하고 만족도를 평가하였다. 연구 방법은 팬텀을 이용하여 HDPE 마스크 적용 전 후의 SNR 측정과 KF 94 마스크 적용 전 후의 SNR 측정을 하였고, 사용한 기법은 T1WI, T2WI, DWI였다. 또한 HDPE 마스크 착용군의 T2 mDixon, 3D T1영상 획득 후 안와와 교뇌의 SNR을 측정하였고, 설문을 통하여 MRI 검사 시 답답함 정도와 호흡의 용이성, HDPE 마스크의 선호도 평가를 하였다. 팬텀 실험 결과 HDPE 마스크 사용 전과 후의 SNR은 유의한 차이가 없었으며(p>0.05), KF 94 마스크는 적용 전 값과 유의한 차이가 있었다(p<0.05). HDPE 마스크 착용군의 SNR 측정 결과에서는 미착용군과 유의한 차이는 없었다(p>0.05). 마스크 착용 후 답답한 정도 측정 결과 착용군은 3.53 ± 0.73, 미착용군은 3.83 ± 0.75이었고, 호흡의 용이성 측정 결과 HDPE 마스크 착용군은 3.1 ± 0.89, 미착용군은 3.27 ± 0.91으로 나타났고, 두 조사 결과 모두 유의한 차이는 없었다(p>0.05). HDPE 마스크의 선호도는 4.48 ± 0.54으로 선호도가 높은 것으로 나타났다. 본 연구 결과 HDPE 마스크는 착용 후에도 MRI 영상의 신호 변화 없이 정확한 검사가 가능하고 환자의 만족도 또한 높게 평가되었기에 검사 중 호흡기 감염 예방을 위해 적극적으로 사용되어야 할 것으로 사료된다.

PURPOSES : This study focuses on advance traffic information to prevent secondary traffic accidents on express highways. The purpose of this study is to analysis the optimal scenario by evaluating the effect of each advance traffic information scenarios using virtual driving simulation. METHODS : By designing traffic information scenarios and services with a combination of VMS and mobile PUSH notifications, driver behavior in the event of a traffic accident was analyzed. For this, a simulation environment was designed through engineering analysis. Through virtual driving simulation, the driver's deceleration point and the perception-reaction time are analyzed. RESULTS : Four scenarios were designed and reviewed so that VMS and mobile PUSH notification can be provided simultaneously after the driver drove for 5 km. As a result of driving with 30 drivers, the drivers reacted fastest when VMS was installed, followed by mobile PUSH notification, VMS+mobile PUSH notification, and NOTHING. CONCLUSIONS : When designing traffic information service, it was observed that providing information through VMS alone is more efficient than providing two services of traffic information. Therefore, it can be used as basic data for preventing secondary accidents on express highway.

We report the effect of Standard Clean-1 (SC-1) cleaning to remove residual Ti layers after silicidation to prevent Al diffusion into Si wafer for Ti Schottky barrier diodes (Ti-SBD). Regardless of SC-1 cleaning, the presence of oxygen atoms is confirmed by Auger electron spectroscopy (AES) depth profile analysis between Al and Ti-silicide layers. Al atoms at the interface of Ti-silicide and Si wafer are detected, when the SC-1 cleaning is not conducted after rapid thermal annealing. On the other hand, Al atoms are not found at the interface of Ti-SBD after executing SC-1 cleaning. Al diffusion into the interface between Ti-silicide and Si wafer may be caused by thermal stress at the Ti-silicide layer. The difference of the thermal expansion coefficients of Ti and Ti-silicide gives rise to thermal stress at the interface during the Al layer deposition and sintering processes. Although a longer sintering time is conducted for Ti-SBD, the Al atoms do not diffuse into the surface of the Si wafer. Therefore, the removal of the Ti layer by the SC-1 cleaning can prevent Al diffusion for Ti-SBD.

테러를 가장 효과적으로 대응하는 방법 중 하나가 선제적인 예방이다. 테러의 예방과 관련해서 테러이용수단으로 사용될 수 있는 대량살상무기 등에 대한 안전관리가 중요한 화두의 하나이다. 대량살상무기들 중 방사 능물질의 안전관리는 기존의 전통적인 국가의 위기관리와도 깊은 관련이 있었다. 오늘날은 비전통적인 전쟁의 참여자로까지 분류되는 테러집단에 의한 방사능물질을 이용한 테러위협의 대응이 또한 중요하여졌다. 특히 과학과 기술의 진보로 드론 등의 새로운 기술의 이용으로 그간 어렵다고 여겨졌던 방사능물질을 이용한 대량살상 및 도심테러가 가능한 시나리오 로 떠올랐다. 이에 따라 이 연구는 테러에 이용될 수 있는 수단으로서의 대량살상무 기 중 가장 위험한 무기로 구분되는 국내의 방사능물질의 안전관리에 대 한 법령과 현황을 분석하였다. 테러이용수단에 대한 대테러방지법 상의 구체적인 내용이 부재하여 방사능물질의 안전을 다루는 국내의 주요 법 령에서 방사능물질 안전관리 법령을 중심으로 분석하였다. 이를 분석함 에 있어서 현행 법률의 테러이용수단으로서의 방사능물질안전관리의 효 율성과 적절성 등이 고찰되었다. 또한 분석에 있어서 방사능물질을 포함 한 대량살상무기 등에 대한 안전관리의 선진사례인 미국의 방사능물질관 련 대테러정책과 현황이 이 연구에서 소개되고 분석되었다. 미국의 사례 를 분석하고 소개하는 것은 국내의 방사능물질의 테러이용수단으로서의 관리 법령과 현황에 대해 비교하기 위해 목적이다. 연구의 분석을 위해 이 연구는 문헌분석과 질적분석방법을 사용하였 다. 다양한 관련 학술논문과 정부보고서 등을 문헌분석하였고, 관련 전문 가들과의 전문가 면담을 통하여 문헌분석 내용에 대해 교차확인을 하는 분석을 거쳤다. 이 연구의 분석결과 국내의 방사능물질과 관련된 법령과 관리주체인 기관 그리고 테러이용수단으로서의 방사능물질의 관리가 대체적으로 엄 격히 이루어지는 것으로 파악되었다. 그러나 미국의 경우와 비교하였을 때, 국내의 법령이나 기관들의 관리실태는 방사능물질을 일반적인 핵물 질 안전관리 및 시설관리를 넘어서 테러이용수단으로서 구분한 안전관리 로서 여러 가지 문제점이 나타났다. 연구의 결론과 논의 부분에서 이 연 구의 분석결과, 국내 테러이용수단으로서의 방사능물질의 안전관리와 관 련된 법령 및 시스템적 정책적 대응에 대한 제안 등이 논의되었다.

The battle vehicle has six types of indicators attached to the instrument panel in consideration of the special battlefield environment. However, many problems of moisture occurred during the operation of combat vehicles. These moisture phenomena can adversely affect aesthetics and functionality. Moisture is generated on the instrument panel due to the inflow of external moist air, the desorption of the moist air inside the parts, and the fluctuation of the dew point temperature. In this paper, we try to derive the root cause of various moisture generation and provide an improvement measures for moisture control. Therefore, the failure mechanism of the instrument panel may be analyzed and the design may be changed depending on the failure factor. Furthermore, the effect of the design change is verified, and the humidity performance is evaluated.

우리나라는 세계적인 해운국이자 수산국임에도 불구하고, 최근 선원의 인권 침해에 대한 문제가 지속적으로 조사·보도되고 있다. 특히, 이주 어선원들의 인 권침해 문제는 심각한 수준이다. 국제연합의 인신매매방지의정서 상의 인신매매의 정의는 한국 사회에서 일반적으로 생각하는 ‘사람을 물건처럼 사고파는 것’과는 개념이 다르다. 인신매 매방지의정서 상의 개념은 사기, 강박, 피해자의 지위나 환경 등을 이용하여 성 이나 노동력 등을 착취하는 것을 인신매매로 보고 있다. 현재 이주어선원들의 인권침해 보고서 상에 있는 사례의 수준이라면, 우리나라는 인신매매의 경로국 이자 종착지이다. 미국은 인신매매예방을 위하여 매년 인신매매보고서를 발간하고 있으며, 전 세계 191개국을 조사·평가하여 등급을 정하고 인신매매예방 활동이 취약한 국 가를 3등급으로 지정하여 경제적 제재조치를 가하고 있다. 우리나라는 1등급 국가이지만, 매 년 어선원 문제의 개선에 대해서 지적을 받고 있는 실정이다. 이에 대한 실질적인 개선조치가 없다면 언제든지 2등급 국가로 떨어질 수 있기 때문에 이 분야의 종사자들은 경각심을 가져야 한다. 이 논문에서는 인신매매에 대한 개념을 이해하고 미국의 인신매매방지 활동 등을 살펴보고 우리나라가 이주 어선원들에 대한 인권침해 예방을 위하여 개선 하여야 할 사항 등을 제안하고자 한다. 선원인권침해예방을 위해서는 정부의 실질적인 규제활동과 선원행정집행 공무원들의 교육·훈련이 필요하다.

In this study, we evaluated the filtering effect of the fine dust mask. Our objective research has secured credibility in the private sector. The performance of domestic fine dust masks is evaluated by three dust collection efficiencies, inspiratory resistance, and leakage rate according to KF grade in the health mask standard guidelines issued by the Ministry of Food and Drug Safety. Based on this, eight types of fine dust masks were evaluated for dust collection efficiency and face intake resistance. All masks showed good performance as the collection efficiency was 90%. The higher the KF grade, the higher the collection efficiency, but the inspiratory resistance had no correlation with the grade. According to the manufacturer's operation method, masks below the standard value may be distributed. Masks that are currently on the market have shown results that can be trusted. However, we hope that the system will be improved to validate whether the masks that meet the threshold are still being distributed.

PURPOSES : This study deals with a pressure relief joint, which is one of primary preventive methods of blow-up in concrete pavement. The purpose of the study is to estimate the joint sealant protrusion of pressure relief joint filler types according to horizontal displacement of concrete pavement by applying a variety of joint sealants and joint fillers. And test method for resistance of concrete to chloride ion penetration and test method for resistance of concrete to rapid freezing and thawing were conducted to analyze the improvement of concrete durability according to the primer types on concrete surface of stress relief joint. METHODS : Joint fillers of pressure relief joint were categorized into four different types, which are was styrofoam+backer+sealant(type 1), styrofoam+sealant(type 2), foaming styrofoam+sealant(type 3), and preformed joint+sealant(type 4). By varying the depth (10, 20, 30, 50 mm) from the top of the test specimens to the sealant’s surface, the test factors were evaluated for a total of 16 variables. When the specimen’s joint spacing decreased from 70mm to 10mm, the load was stopped. And the displacement of the center of the joint protrusion was measured. The test was terminated when the specimen joint spacing was reduced to 60 mm. The horizontal displacement at the time when the joint protrudes over the specimen surface is recorded and analyzed as the critical threshold displacement. RESULTS : According to the test results according to the type of joint filling material, it was found that there was a difference in the protrusion of the horizontal compression displacement according to the joint filling type. Under the current installation standard of 20mm, the preformed seal joint member showed the best crimping characteristics by securing the safety against protrusion until the horizontal displacement of 50mm occurred. CONCLUSIONS : The most common failures in pressure relief joints are those related to joint sealants, which can be minimized by changing the current joint type, installation depth, etc. to suppress them.