본 연구에서는 울산지역에서 유통되는 로컬푸드 농산물 367건에 대해 다성분 분석법을 이용하여 잔류농약 350종 을 분석한 결과 다음과 같다. 로컬푸드 농산물에 대한 잔류농약 분석 결과 21.5%(79 건)의 검출률을 보였으며 부적합률은 1.1%(4건)으로 나타 났다. 품목별로 과일류는 65건 중 27건(41.5%), 채소류는 242건 중 50건(20.7%), 두류는 7건 중 1건(14.3%), 곡류 11건 중 1건(9.1%) 검출률을 보였고, 취나물, 곤달비, 파, 살구에서 기준치 이상의 잔류농약이 검출되었다. 검출된 잔류농약은 총 58종 163회로 살충제 성분이 가 장 많이 검출되었고 고독성 농약 1회, 보통 독성 농약 9 회, 저독성 농약이 48종이었다. 부적합 처리된 품목을 포함한 검출된 잔류농약 항목에 대한 위해도 평가 결과 위해지수(%ADI) 가 0.0000- 63.1043% 으로 모두 100% 미만으로 위해하지 않은 수준 으로 판단되었다. 지속적으로 로컬푸드 농산물의 운동 추진 방향인 지역 활성화와 안전한 먹거리 공급체계구축의 목적을 위해 엄 격히 관리되는 기준으로 안전성 검사를 실시하고, 신뢰성 확보를 위한 생산자 교육 및 홍보, 출하 전 안전성 검사 관리시스템이 정착된다면 울산지역 로컬푸드 농산물 사업 이 더욱 활성화되고 지속적으로 추진 될 수 있을 것으로 판단된다.

In modern society, the delivery service market has grown explosively due to rapid changes in social structure and the recent COVID-19 pandemic. Therefore, various problems such as injury to workers and an increase in human accidents are occurring due to the loading and unloading of parcels. In order to solve this problem, domestic company n is developing a “robot-based cargo loading and unloading system”. In developing a new technology system, quantitative reliability targets should be set for efficient operation and development. In this paper, reliability analysis was conducted through field data for the pneumatic gripper of the “robot-based cargo loading system”. The reliability of the failure data was analyzed to estimate the distribution parameters and MTTF. Random data was derived for the probability of occurrence of a failure with the estimated value. By repeating the simulation to predict the number and year of failures according to the estimated parameters of the probability distribution, it was proposed as a method that reflects realistic probabilities rather than calculating with simple arithmetic using the average MTTF previously used in the field.

선박용 엔진에서 배출되는 배기가스에는 다량의 수분과 미세먼지를 포함하고 있다. 미세먼지에는 여과성 미세먼지와 배기 배 출 후 액상으로 변화하는 응축성 미세먼지가 포함되어 있으며 배출 전에 걸러지는 고체상 미세먼지보다 응축성 미세먼지가 더 많은 것으 로 보고되고 있다. 본 연구에서는 배기가스의 배기열과 수분을 회수하고 응축성 미세먼지를 제거하기 위한 실험장치를 실험실 내의 가스 보일러 배기가스를 이용하여 테스트 하였다. 배기가스는 1차적으로 냉각방식으로 수분과 응축성 미세먼지가 제거되고 2차적으로 흡수제 방식에 의해 추가적으로 수분이 제거되었다. 상대습도 측정에 의한 배기가스 수분 제거율을 계산하면 1단계 배기냉각 방식으로 73%, 2단 계 흡수제 방식으로 90% 제거되는 것으로 측정되었다. 이 과정에서 응축성 미세먼지는 80~90% 제거되는 것으로 측정되었다. 개발 시스템 에 의해 회수된 열은 공정열로 활용할 수 있으며, 회수된 물은 수처리 과정을 통해 공정수로 활용할 수 있다. 또한 현재 관리 규제가 되고 있지 않지만 미세먼지의 주요 원인인 응축성 미세먼지를 효과적으로 제거할 수 있을 것으로 기대된다.

시몽동의 기술철학의 “개체화”(individualization)의 기초모델은 “결정화”(crystalization)라는 물리화학적 현상에서 시작된다. 결정화 과정은 결정종(결정씨앗: germe/seed)과 모액(母液: mother liquid)이라는 주위환경(milieu) 사이에서 일어난다. 결정씨앗은 주위환경(milieu) 안에서 자신의 현실적 구조를 형성하며 확장해나간다. 한편 결정씨앗이 자라기 이전에는 잠재력(potential)으로만 남아 있던 주위환경은 결정씨앗이 자라기 시작하면서부터 발동하여, 그 잠재력이 에너지로 전환되고 역동성으로 가득 찬 주위환경이 되어 씨앗의 숙성과 구조화를 가능하게 하여 씨앗의 잠재성을 현실화한다. 시몽동의 결정화와 변환의 시각에서 세이머스 히니(Seamus Heaney)의 전 시집과 시론의 핵심적인 내용을 파악한 조감도를 그려보는 작업은 성장과정에 있는 젊은 시인의 “개체이전의 존재”와 “앞선 미래”를 내다보는 비전을 선험적(apriori)으로 제시해준다. 시몽동의 변환과정은 이질적인 힘을 임시적으로 집결하여 통합을 생성할 뿐 아니라, 존재나 실체를 둘러싸고 있는 것을 구조화하는 것을 설명하여, 개체이전의 존재의 과거와 현재로부터 미지의 미래로 창의적인 도약을 생성한다. 또한 주위환경 내에서 그리고 주위환경으로서 존재를 에워싸고 또 존재를 가능하게 하는 영역을 생성한다. 시몽동의 변환의 시학의 문맥에서 보면 히니의 시론과 시를 새로이 자리매김할 수 있다.

PURPOSES : Owing to industrial development, the occurrence of continuous environmental damage such as abnormal weather is accelerating because of a rapid increase in carbon emissions. Therefore, various efforts are expended worldwide to realize a low-carbon ecofriendly society. In the construction industry, various efforts have been realized to reduce environmental pollution such as greenhouse gas emissions, for example by introducing eco-friendly materials and reducing industrial waste. In this study, an asphalt pavement technology that can reduce production and construction temperatures by more than 60 °C is developed to reduce the amount of carbon generated in the asphalt industry. METHODS : The performance of a half-warm asphalt binder developed using thermoplastic elastomers and low-temperature additives was assessed. In addition, the change in the quality of a mixture due to the use of the half-warm asphalt binder was evaluated. RESULTS : As the amount of thermoplastic elastomer used increases, the performance grade of the asphalt binder increases as well. When 3% or more of the elastomer is incorporated, the target performance grade of the asphalt binder is satisfied. In addition, by incorporating the thermoplastic elastomer and a low-temperature additive, the overall moisture and rutting resistance increased even at relatively low production and compaction temperatures. CONCLUSIONS : Additional measures to stabilize quality and improve economic feasibility will present a new paradigm for investigations into eco-friendly asphalt concrete pavements.

PURPOSES : In this study, an eco-friendly mastic asphalt backfill material is developed to reduce production and construction temperatures by 40 ℃ compared with those recorded when using conventional hot-mix mastic asphalt backfill materials. METHODS : To reduce the production and construction temperatures, SIS polymer modifiers and gum rosin were selected, and gum rosin-modified SIS materials were applied to the mastic asphalt binder mix design. SIS is less viscous than SBS at high temperatures owing to its thermal characteristics, and incorporating gum rosin into SIS causes the latter to exhibit a loose and soft structure. To improve the performance of the mastic asphalt modified with SIS and gum rosin, three different filler mixes, i.e., 100% PMMA, 50% PMMA and 50% calcium carbonate, and 40% PMMA and 60% calcium carbonate were applied. RESULTS : The rosin-modified SIS reduces the viscosity of the developed mastic asphalt binders. In particular, incorporating 3.7% of gum rosin is beneficial to the mastic binder and does not degrade its low-temperature performance. Similarly, using 100% PMMA as a filler improves the performance but results in workability issues at high temperatures. CONCLUSIONS : Rosin-modified SIS and PMMA are promising alternatives for increasing the workability at high temperatures while maintaining the target performance of grade PG82-22 binders if the appropriate ratio of calcium carbonate is mixed with PMMA and an alternative filler comprising calcium carbonate is used.

PURPOSES : In this study, high-viscosity grout for increasing ground stiffness is developed using industrial byproducts. METHODS : Based on literature review, the viscosity and viscosity expression time of domestic and foreign anti-washout admixture underwater were evaluated. In addition, grout was prepared by mixing 5% to 40% of fly ash (FA) in a standard mixture. Flow, setting time, and compressive strength tests were conducted to evaluate the quality of the grout. RESULTS : Experimental results show that the viscosity required is 35,000 to 40,000 cps, whereas the viscosity expression time required exceeds 300 min. As the amount of FA used for grouting increases, the physical and mechanical performances deteriorate. The strength of a test specimen manufactured underwater is lower than that of a test specimen manufactured under air, and the decrease on day 28 is lower than that on day 3. The FA applied to the grout should be less than 20%. CONCLUSIONS : Although industrial byproducts, which exhibit high viscosity, offer excellent mechanical performance and are thus suitable as a solidifying agent for strengthening grout, their application in the field must be evaluated.

PURPOSES : In this study, we propose a mini-trench method, which involves using warm mix Guss mastic asphalt as a backfill material and an installation temperature of 160 ℃. The method is verified via a heat transfer analysis of a pavement using the finite element method. METHODS : First, the density, thermal conductivity, and specific heat required for heat transfer analysis were determined based on previous studies. Subsequently, the boundary conditions for convection and radiation to perform the heat transfer analysis were determined. The pavement temperature, which is the initial condition of the analysis, was determined based on the summer pavement temperature distribution using the temperature prediction program of the Korean pavement Research Program. Heat transfer analysis was performed by determining the temperature of the backfill material based on 160 °C and 200 °C for the heat load temperatures. The temperature change was observed on the backfill surface, and the temperature change of the conduit was observed directly. RESULTS : When the pavement surface temperature for traffic opening is 50 °C, the backfill thickness ranges from 50 to 250 mm, the warm mix Guss mastic asphalt requires 2 h to 5 h, 15 min until traffic opening, and the hot mix Guss mastic asphalt requires 2 h, 30 min to 6 h, 40 min until traffic opening. The limit temperature of the conduit evaluated based on KS C 8454 shows that the warm mix Guss mastic asphalt does not satisfy the standard when the backfill concrete cover is 50 mm thick, whereas the hot mix Guss mastic asphalt does not satisfy the standard when the concrete cover is 50 and 100 mm thick. CONCLUSIONS : The backfill depth of the mini-trench using warm mix Guss mastic asphalt as a backfill material should be less than 100 mm, considering the traffic opening time. Meanwhile, the thickness of the backfill concrete should be 100 mm or less.

The development of technology related to the Fourth Industrial Revolution and the growth of the online market due to pandemic are continuing the growth of the logistics market for product delivery. If it is difficult to deliver the product directly to the customer during delivery, storage and delivery using the unmanned courier box are being carried out. However, existing storage boxes are not actively used due to lack of usability even though they have the advantage of storing goods and delivering non-face-to-face. In addition, existing courier boxes are not prepared for cold chain transportation. The unmanned delivery storage device with ICT cold chain technology should be developed to prepare for the transition to non-face-to-face society, to improve logistics efficiency and meet user's requirements. Also, it is necessary to consider the measures to reduce the safety problems that may occur during the use and maintenance of the automatic system.This study conducted a model-based analysis for the development of unmanned delivery storage devices with ICT cold chain technology, and conducted a study to derive the system development specifications that meet the requirements and secure safety and apply them to the development process.

본 연구에서는 울산지역에서 유통되는 건조농산물의 잔 류농약 실태를 조사하기 위해 150건을 수거하여 잔류농약 분석을 실시하였다. 잔류농약 208항목을 식품공전 다성분 분석법을 이용하여 실시하였으며 29건(19.3%)에서 잔류농 약이 검출되었다. 품목별로 분류하면 고추 품목에서 7건, 취나물에서 4건, 곤드레에서 3건, 대추, 무(잎), 가지에서 각 2건, 귤, 부지깽이, 고구마줄기, 여주, 고사리, 무(뿌리), 사과,감잎차, 고추잎에서 각 1건씩 검출되었다. 검출된 잔류농 약을 성분별로 분류하면 살균제성분이 60%, 살충제성분 이 23.8%, 살충제, 살비제로 작용하는 성분이 16.3% 검출 되어 살균제가 가장 많이 검출되었다. 가장 많이 검출된 잔류농약은 Tebuconazole, Pyraclostrobin, Difenoconazole, Azoxystrobin이다. 분석결과 2건에서 3항목의 잔류농약이 잔류허용기준을 초과하여 부적합으로 판정되었으나, 위해 도 평가결과 0.00002-0.3140%범위로 나타나 모두 안전한 것으로 판단되었다.

The growth of the online market is accelerating due to the development of technology and the pandemic era. The delivery service through the courier must be used to deliver the ordered goods to the customer through the online market. With the growth of the online market, the logistics market for delivery is also growing. The traffic and environmental problems are emerging as social issues. Urban logistics technology using underground space based on the urban railway developed to improve logistics efficiency in a metropolitan area and a new alternative to environmental problems. This study proposed a plan to secure system safety through safety analysis based on operational concept definition and scenario analysis by applying model-based perspective analysis to the system under development.

PURPOSES : The purpose of this study is to present a cross section suitable for low-traffic road pavement considering the environmental characteristics of Vietnam. METHODS : The behavior of the pavement with respect to the axial load was numerically analyzed using the nonlinear finite element method. The elastic-plastic material model was applied to material properties such as subgrade, sub-base layer, and base layer, and whether the material yielded was determined. In order to evaluate the adequacy of the cross section of the Vietnamese low-traffic pavement, it was compared with the KPRP Lv 3 road pavement section. And it was compared with the newly proposed MAST composite Pavement. The design life of each pavement section was calculated using the results obtained from the pavement structural analysis. RESULTS : The cross section of the Vietnamese low-traffic road pavement, KPRP lv3, MAST composite Type1 road pavement did not satisfy the design criteria for fatigue cracking and rutting. MAST composite Type2 was analyzed considering CTAB having 100mm and 150mm thickness and compressive strength of 5MPa, 10MPa, 15MPa and 20MPa, and all of them satisfied the design criteria. CONCLUSIONS : The low-traffic road pavement section in Vietnam currently used is judged to be inappropriate, and the MAST Composite type 2 proposed in this study is evaluated as an appropriate alternative. Further studies such as field application are needed in the future.

PURPOSES : The logistic roads for freight transport along to the new port of Busan have been suffered by the rapid weather changes including high temperature and torrential rain. As a result, the roads require annual repair, which have been distressed seriously by the heavy logistic and environmental loads. Therefore, we need to identify the cause of the road pavement distresses and find a proper design method to minimize the pavement distress in order to prohibit the problem aggravated. METHODS : The damaged conditions of the logistic roads were investigated on-site. In addition, applied pavement designs, real traffic volumes, and historical climatic information were intensively collected for this project. With the investigated and collected data Korean pavement design program (KPRP) was implemented to analyzed the causes of the damaged roads and conceive the pavement design draft optimized for the roads. RESULTS : According to the investigation and KPRP analysis, the traffic volume to transport freights impacts significantly the pavement distress, so that a higher PG grade binder type should be used, for which polymer modified asphalt (PMA) binders are recommended. Moreover, its pavement thickness should be increased to secure load bearing capacity, but thickening the pavement has been discouraged due to difficulties induced by the road-sectional change, especially road-height change. CONCLUSIONS : In conclusion, 5cm PMA overlay is suggested for the normal-scale maintenance, and 7cm PMA overlay for large-scale maintenance. Besides these, the application of Polymer-modified Stone Matrix Asphalt (PSMA) using PG76-22 binder would be the best preventive maintenance method, which has been well know as having higher fatigue resistant performance than general PMA. However, if we use PSMA, quality control should be very cautious since PSMA can be very susceptible premature distress if its production and construction are improperly proceeded.

PURPOSES : The purpose of this study is to identify a gradation control method that minimizes the volatility of recycled aggregates to maintain the quality of reclaimed asphalt mixtures. METHODS : In this study, two types (0~13 and 0~10 mm) of recycled aggregate stockpiles with an extraction viscosity of 40,000 poise and a 19 mm hot asphalt mixture with virgin aggregates are used. The test methods are evaluated for plastic deformation resistance using the Hamburg wheel-tracking test and for low-temperature crack resistance using the dynamic modulus test. In the field, the performance is evaluated via an accelerated pavement test. RESULTS : The Hamburg wheel-tracking test shows good water resistance as well as less than 5 mm of deformation. The result of a dynamic modulus test at -5 °C shows a 92.9% low-temperature crack resistance as compared with that of the 19 mm dense grade hot-mix asphalt mixture. The result of the accelerated pavement test confirms that the performances of the 19 mm dense grade hot-mix asphalt mixture and reclaimed asphalt mixture are equal owing a 1.2 cm plastic deformation. CONCLUSIONS : By evaluating the plastic deformation resistance and crack resistance of the reclaimed asphalt mixture based on a stockpile gradation controlled at 0~10 mm via an indoor test, it is discovered that the plastic deformation resistance increases partially, whereas the crack resistance remains almost unchanged. The accelerated pavement test confirms that a performance equivalent to that of a 19 mm dense grade hot-mix asphalt mixture is achieved.

육상 및 해상에서의 화재 사고는 심각한 인명피해를 발생시키며 특히 해양 플랜트 및 선박의 특성 상 밀폐공간으로 인한 질식 사고 사망률이 육상보다 현저히 높다. 이러한 질식사고를 예방하기 위하여 화재에서 발생하는 유독가스를 외부로 배출할 수 있는 환기용 팬의 설치가 필수적이나, 해양화재의 규모를 고려하였을 때 대형 환기용 팬의 설치는 해양 구조물 특성상 용이하지 않다. 따라서 본 연구 에서는 DC 전기장을 인가하여 화재 유독가스를 제어하는 새로운 개념의 소방기술을 개발하고자 한다. 화재 발생 시 대부분의 화염은 화학 이온화로 인해 양전하와 음전하를 다수 함유하고 있고, 이때 전기장을 인가하게 되면 로렌츠 힘에 의해 “이온풍”이 발생하게 된다. 이러한 이온풍을 활용하여 일반건축물과 선박의 단열재로 많이 사용되는 종이와 스티로폼을 연소하여 발생되는 화재연기를 인위적으로 제어하는 실험적 연구를 수행하였다. 실험 결과, ± 5 kV 이상의 직류전압을 인가하였을 때 화재연기를 인위적으로 제어할 수 있었고, 양전압 보다 음전압을 인가하였을 때 상대적으로 효과적인 제어가 가능하였다.

최근 기후변화 및 국제교역량, 여행객, 외국 이주민 등의 증가로 국내 농작물에 큰 피해를 입힐 수 있는 고위험 식물 병의 국내 유입이 꾸준히 증가하고 있고 이에 따라, 검역기관 종사자들의 업무량도 늘어나고 있다. 특히 ‘Candidatus Liberibacter solanacearum’가 원인병원균인 감자 제브라칩병의 경우, 발생하게 되면 감자를 초토화시켜 막대한 피해를 야기한다. ‘Ca. L. solanacearum’의 감자와 토마토 등의 가지과(Solanaceae) 작물과 당근을 포함하는 산형과(Umbelliferae) 작물이 기주가 될 수 있다. 이에 본 연구에서는 아직까지 국내에 유입되지 않은 감자 제브라칩병과 매개충인 토마토 감자 나무이(tomato potato psyllid; TPP; Bactericera cockerelli Sulc.)에 대한 예찰 조사를 수행하였다. 예찰 조사를 위해 전국을 7개 권역(경기-강원, 충청, 전북, 전남, 경북, 경남 및 제주)으로 나누고, 각 권역에 속하는 3개 지역 중심으로 수행하였는데, 경기-강원 권역은 인천, 화성, 춘천 및 홍천, 충청 권역은 공주, 세종 및 청주, 전북 권역은 익산, 완주 및 정읍, 전남 권역은 보성, 고흥 및 순천, 경북 권역은 상주, 김천 및 안동, 경남 권역은 거창, 함양 및 진주, 제주 권역은 구좌 및 성산 지역이 해당되며, 지역당 3개 지점을 두고 조사하였다. 매개충 TPP 조사를 위해 끈끈이 트랩을 이용한 조사를 병행하였다. 예찰 조사는 2018년 9월부터 10월까지 2주 간격으로 실시하였다. 2018년 예찰 조사결과, 감자 제브라칩병과 매개충인 TPP는 국내에는 확인되지 않았다. 이 연구는 식물병을 조기에 탐지하기 위해 구축된 전국적인 모니터링 네트워크를 통해 수행할 수 있었고, 국외 외래유입병들의 예찰 조사를 위한 지역 거점을 확보하는데 기여하였다고 평가된다.