PURPOSES : The purpose of this study is development of automatic equipment to measure the road water-reservoir which can be one of factors for road traffic safety inspection and its application to safety analysis. METHODS : The scopes of this study are the examination of the riskiness and location of road water-reservoir through literature review, development of appropriate sensor and automatic equipment to survey the road water-reservoir and evaluation of field application. RESULTS: The laser lighting and IR camera were selected to develop the equipment. It was found from the field calibration that there is a high correlation between rutting and road water-reservoir and road water-reservoir caused by rutting can be correctly calculated. About 20.2km of national highway were inspected for case study and field application. It was found from correlation of traffic incident that 2.08km of the latent length for water-reservoir which is related to 12 traffic incidents were analyzed. CONCLUSIONS : This technique can be utilized evaluation method for road condition such as road water-reservoir for conventional evaluation system such as road traffic safety assessment and safety analysis and it can be use to new evaluation system to apply various road condition and traffic condition.

도장공정에서 발생되는 휘발성 유기화합물의 회수를 위하여 중공사 분리막 모듈을 이용한 공정을 준비하여, 공급 압력과 시간변화에 따른 휘발성 유기화합물의 회수에 대한 특성평가를 실시하였다. 중공사 분리막 모듈을 도장공정에 직접 적용한 결과, 투과된 휘발성 유기화합물의 농도는 투과시간과 압력의 증가됨에 따라 증가되었으며, 단일공정보다 다단공정이 더 우수한 분리성능을 나타내는 것을 확인하였다.

PURPOSES : This study aims to investigate the snow-melt effects of an underground electric heater's snow-melt system via a field performance test, for evaluating the suitability of the system for use on a concrete pavement. The study also investigates the effectiveness of dynamic measures for clearing snow after snowfall events. METHODS : In order to check the field applicability, in November 2010, specimens were prepared from materials used for constructing concrete pavements, and underground electric heating meshes (HOT-mesh) were buried at depths of 50 mm and 100 mm at the site of the Incheon International Airport Construction Research Institute. Further, an automatic heating control system, including a motion sensor and pavement-temperature-controlled sensor, were installed at the site; the former sensor was intended for determining snow-melt effects of the heating control system for different snowfall intensities. Pavement snow-melt effects on snowy days from December 2010 to January 2011 were examined by managing the electric heating meshes and the heating control system. In addition, data on pavement temperature changes resulting from the use of the heating meshes and heating control system and on the dependence of the correlation between the outdoor air temperature and the time taken for the required temperature rise on the depth of the heating meshes were collected and analyzed. RESULTS : The effects of the heating control system's preheat temperature and the hot meshes buried at depths of 50 mm and 100 mm on the melting of snow for snowfalls of different intensities have been verified. From the study of the time taken for the specimen's surface temperature to increase from the preheat temperature (0℃) to the reference temperature (5~8℃) for different snowfall intensities, the correlation between the burial depth and outdoor air temperature has been determined to be as follows: Time=15.10+1.141Depth-6.465Temp CONCLUSIONS : The following measures are suggested. For the effective use of the electric heating mesh, it should be located under a slab it may be put to practical use by positioning it under a slab. From the management aspect, the heating control system should be adjusted according to weather conditions, that is, the snowfall intensity.

Risk Assessment to list possible safety disasters and their probability and severity is the starting point for effective safety management on construction project site. However, the safety managers in owners, construction supervisors, contractors, and sub-contractors still have difficulties in judging the priorities of safety activities and preparing responses to each potential safety disasters. Therefore, this study aimed to suggest a systematic method in assessing safety risk prior to commencement with the agreement of stakeholders. FMECA(failure mode effects and criticality analysis) was selected as a main assessment tool and it was modified according to the characteristics of construction projects and trades. Each risk is, firstly, evaluated with occurrence probability, possible loss and impacts to projects, and detections, and then risk priority number(RPN) is calculated. Subsequently, the managers of each stakeholder discuss the types, timing, and responsibilities of responses as a group decision-making process.

PURPOSES : This study evaluated the field applicability and laboratory performance of warm-mix asphalt (WMA) as an alternative technology in asphalt pavement. METHODS : The pilot road using two different types of WMA mixture and one HMA mixture was constructed in Waegwan-Seokjeok road construction site and the mixtures were sampled at the asphalt plant for laboratory testings. The field applicability was assessed in environmental aspects, such as CO2 emission, and in aspects of constructibility using the existing equipment and procedure, i.e., thickness and density measurement. The laboratory testings included the moisture susceptibility test by AASHTO T283, dynamic modulus test, triaxial repeated load permanent deformation test, and the fatigue test. RESULTS : The temperatures for production and compaction of WMA were 20~30℃ lower than those for HMA and therefore, the noxious gas emission were significantly reduced. The field density of WMA pavements was similar or better than that of HMA pavement. From the laboratory testings, it was found that WMA mixtures exhibit comparable performance to HMA mixture in moisture susceptibility, permanent deformation, and fatigue performance. CONCLUSIONS : With these results, it would be concluded that WMA could replace the existing HMA technology without any significant issue. To support this conclusion, it is necessary to track the long-term performance of WMA in pilot road.

전광판식 번식 기록관리 시스템은 판넬식 전광판 형태로 되어 있고, 우사의 벽에 설치하 도록 제작되어 있어, 재발정일, 이전(以前) 수정일, 분만예정일, 건유일 등과 같은 관리일 (日)을 알고 싶을 때나 그밖의 개체에 관한 번식정보를 알고자 할 때는 수시로 확인할 수 있음은 물론 분만, 인공수정 등과 같은 관리사항을 기록해야 할 일이 생겼을 때는, 기입할 칸에 <날짜입력>이라는 키를 누름으로써 오늘 날짜가 자동적으로 기록됨과 동시에 저장이 되도록 고안되어 있어 현장에서 사용하기에 매우 적합하도록 되어 있는 기록관리의 편의성 을 제공하기 위해 고안된 시스템이다. 전광판식 번식 기록관리 시스템을 현장에 적용하여 도태율, 번식장애로 인한 도태율, 공태기간 및 공태기간 분포를 조사한 결과, 도태율은 5.7%, 번식장애로 인한 도태율은 10.3% 낮아졌고, 공태기간은 32.2일 단축되었으며, 공태 기간 121일 이상의 비율이 낮아지는 것으로 나타났다. 젖소 농장에서 1일 3회 이상 관찰을 하는 것은 정보 및 경영 활동 등으로 인한 목장에 부재하는 시간이 증가함에 따라 현실적 으로 어려움이 따르고, 또한 온도상승, 사육환경(사육밀도, 우사바닥)의 변화, 고능력우의 증 가, 심야시간대의 발정개시, 미약발정우의 증가 등으로 발정발견이 매우 어려운 상황이다. 발정발견 보조 수단으로는 발정발견의 가장 중요한 지표가 되는 승가허용 원리를 이용하여 소의 미근부에 부착하는 형태의 일회용 또는 전자식 보조기가 많이 개발되어 보급되고 있 는데, 여기서 공시한 발정탐색기는 승가 및 승가허용 행동을 할 때, 발목에 부착되어 있는 센서가 수직적인 충격에 의해 위와 아래의 전극이 접지되어 신호가 발생되고, 그 신호가 전 광판으로 전송되어 발정 정보(발정행동 횟수 및 개시시간)를 표시하도록 고안된 것이다. 승 가나 승가허용의 발정행동에 의해 90% 정확도와 75%의 수태율을 나타내었고, 젖소 사육 농가 5개소에 적용한 결과, 적용 전에 비하여 적용 후에 발정발견율이 크게 향상되는 경향 을 나타내었다. 무인 발정탐색기를 이용하여 발정이 개시되는 시간대를 조사한 결과, 발정 발견이 곤란한 저녁 7시부터 다음날 아침 7시 사이에 59.1%가 발정이 개시되는 현상을 나 타내었고, 발정행동을 한 최초의 시간으로부터 12시간 이후에 인공수정을 실시하는 것이 높은 수태율을 나타내었으며, 발정행동 횟수의 분포를 조사한 결과 3회 이하의 비율이 40.9 %를 나타내었다.

생태독성 시험법은 해양환경을 평가하기 위한 기존의 이화학적 분석 방법 및 저서생물 군집구조 분석에 대한 단점을 보완하기 위하여 전 세계적으로 사용되고 있는 방법이다. 최근 우리나라에서도 생태독성 시험법에 관한 관심이 높아지면서 새로운 시험법의 개발 및 현장적용에 관한 연구가 활발하게 진행되고 있다. 본 발표에서는 지금까지 우리나라에서 개발된 생태독성 시험법을 소개하고, 현재 이들 시험법의 현장 적용 사례를 소개하고자 한다. 더불어, 분자생물학적

본 연구는 최근 조사료의 신속한 품질평가 방법으로 근적외선 분광법의 이용성이 확대되고 있는 시점에 근적외선 분광기의 현장 적용성을 평가하기 위하여 수행되었다. 실험실용 근적외선분광기와 소형 근적외선분광기의 조사료 품질평가의 예측 정확성을 평가하기 위하여 전남지역에서 이탈리안 라이그라스 사일리지 67점을 수집하여 각각의 근적외선 분광기를 이용하여 스펙트럼을 측정한 후 사료가치의 실험실 분석값과 다변량회귀분석을 통하여 검량식을 유도하여 예측 정확성을 평가하

High-throughput microscopy (HTM) was developed recently for the automatic detection of airborne asbestos fibers that can cause lung cancer, asbestosis and mesothelioma. The HTM method has been applied to couting the airborne asbestos fibers as an alternative to the conventional phase contrast microscopy (PCM). In this paper, we demonstrated that the HTM enabled us to obtain quantitative results for low-concentration airborne asbestos samples under detection limit, and we made a comparison between the results from HTM and PCM. In addition, a verification study was conducted using proficiency analytical testing (PAT) samples of chrysotile and amosite. The HTM method can be applied to the existing PCM method by reducing analysis time and labors. Potential applications can be extended to detection of asbestos fibers in soil and water.

This study performed field examinations of a zero discharge and reuse system developed by Hong and Choi(2009). The system installed one of villages located in Hyoryeong-myeon, Gunwee-gun for the experiments. The zero discharge and reuse system consists of anoxic, FES (Ferrous Electricity System), Oxic, Cralifier processes for water treatments. The main feature of the system is to remove phosphorous by using Fe-ionizing module within the FES process. The water purification performances of the system were evaluated, while any defects for using the system were investigated through the field monitoring. It was found that the removal capacities of T-P, T-N, and BOD of the system meet the required water quality with outstanding performance from T-P by obtaining the results of over 90 % removal rates. The efficiency of T-P removal rate of the system found to be greatly influenced by whether using an automatic washing system to the Fe-ionizing module and conducting replacement of iron plate within a proper period.

The objective of this study was to compare the accuracy analysis and the effect of field application of a newly developed automatic heat detector in dairy cows. From 2009 to 2010, we used 48 Holstein cows (mounting cows : 38 heads, standing cows : 10 heads) raised in experimental barn of National Livestock Research Institute (RDA) for the accuracy analysis of automatic heat detector, and 14 Holstein cows raised in three commercial dairy farms of Cheonan and Pochun area for comparison of the effect of field application. The accuracy of response in cows attached with automatic heat detector was 86.8% (33/38) displayed on board when mounting activity observed, and 100% (10/10) when standing activity observed, and on average, 90.0% (43/48) displayed on board. The accuracy of automatic heat detector in on-farm test was 85.7% (12/14), and conception rate was 75.0% (9/12).

This study is analyzing a member kind after placing concrete, the location-based temperature record, and the strength development, by making insulation gang-form with application of polyurethane form to general gang-form for securing efficient concrete quality in the condition of cold weather. According to our experimental results, the member of general gang-form with curing in the same condition as the actual field didn’t drop to under 3˚C until before 24 hours in the early part, but fell to under 0˚c from 36 hours later because a large rise in temperature caused by hydration reaction didn't occur. On the other hand, in case of insulation gang-form, the temperature on the surface and the central part didn't go down to under 3˚C before 12 hours in the early part and didn't fall to under it even until 72 hours after it while the peak temperature went up to 12˚C. Thus, it could be known to definitely have excellent insulation effect compared to space heating curing, which is generally performed on the spot. In comparison with space heating curing whose error in curing temperature is big every field, it is judged to likely have great effect on improvement in concrete quality given the work construction in cold weather and on early demolding in a cast during winter.

지하공사는 상부층의 구조물과 연계된 시공순서에 따라 Bottom-Up공법, Up-Up공법 그리고 Top-Down 공법으로 대별할 수 있다. 탑다운 공법을 사용하면 건물의 본구조를 흙막이지보공으로 이용하면서 상층에서 하층으로 굴착과 구체구축을 반복하여 시공함으로써 인접구조물이나 주변 지반의 변위를 극소화 시킬 수 있다. 이는 토류벽의 안정성이 높으며, 각층의 바닥슬래브를 작업공간으로 사용하여 도심지 공사에서 작업장 확보가 용이하다. 그러나 굴토작업이 슬래브 하부에서 진행되므로 작업 능률 및 작업환경이 저하되고, 어스앵커 공법보다 경제성이 없다는 이유로 다소 회피하는 경우가 종종있다. 따라서 본 논문에서는 터파기 공사는 세미오픈컷 공법을 적용하고 흙막이 공법에는 지하연속벽(슬러리월)을 그리고 지보공으로는 C.W.S공법을 적용한 역타공법으로 대상현장을 중심으로 기존 역타공법과 경제성, 공사기간 및 작업성 등을 분석 제시하였다. 토사운반 및 철골설치공사 작업의 용이성과 PRD 공사의 정밀도 향상 등의 품질관리가 우수하며, 공기단축이 가능하였다.