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.

일반적으로 지중구조물은 지상구조물보다 지진하중 작용 시 상대적으로 작은 영향을 받는다. 그러나 많은 연구자들은 심각한 지중구조물 손상에 대해 보고하고 있으며 동적 흙-구조물 상호작용에 대한 지속적인 연구를 수행하고 있다. 본 연구에서는 유한요소해석 프로그램을 활용한 흙-구조물 상호작용을 지중구조물에 적용하고 지중구조물 하중저감기법인 ETI의 지오폼을 해석변수로 경감효과 및 최적 지오폼을 제안하고자 한다. 해석연구에 고려된 지오폼은 EPS 12, EPS 15, EPS 19이다. 해석 결과로부터 지진하중시 최대 50%까지 지중하중이 경감되었으며, 수평처짐은 26%, 수직처짐은 8%이 경감되었다. 본 해석연구를 토대로 ETI 공법을 적용한 지중구조물이 정적 및 지진하중 하에서도 하중의 영향을 경감시키는 것을 확인할 수 있었다.

The algal blooms in stagnant streams and lakes have caused many problems. Excessive algae leads to disturbance of ecosystem and overload of water treatment processes. Therefore, phosphorus(P), source of algal blooms, should be controlled. In this study, a filtration trench has been developed to convert dissolved phosphorus into hydroxyapatite(HAP) so that it could be crystallized on the surface of ‘phosphorus removal granular material’; and residual particulate phosphorus could be removed by additional precipitation and filtration. The front and rear parts of filtration trench consisted of ‘phosphorus removal granular material contact bed’ and ‘limestone filtration bed’, respectively. As a result of the column test using phosphorus removal granular material and limestone serially, PO4-P was removed more than 90% when EBCT(empty bed contact time) of the contact bed was over 20 minutes; and T-P represented 60% of removal efficiency when total EBCT was over 1.5 hours. The results of column tests to figure out the sedimentation characteristics showed that more than 90% of particulate phosphorus could be removed within 24 hours. It was necessary to optimize the filtration part in order to increase removal efficiency of T-P additionally. Also, it was confirmed through the simulation of Visual MINTEQ that most of particulate phosphorus in the column tests is the form of HAP. Based on the results of the study, it could be suggested that the design parameters are over 0.5 hour of EBCT for phosphorus removal granular material contact bed and over 1.5 hours of EBCT for limestone filtration bed.

In order to solve the limitation of the long span arch structures, a numerical analysis was carried out to investigate the effects of embedded trench installation technique to the earth pressure of an underground arch-rib shaped structure. For the arch-rib shape, the parabolic curve and the circular shape were analyzed according to the span-rise ratio varying from 0.1 to 0.5. The finite element analysis program, ABAQUS (2016), was used to consider the soil - structure interaction. The results from the analysis was verified through comparison with the existing Geofoam application technique.

This research investigates the effects of trench installation methods with expanded polystyrene (EPS) geofoam on the behavior of buried corrugated steel arch structure. A universal finite element analysis program, ABAQUS, was used to model and analyze the structure. For this study, the S275 corrugated steel with a profile of 152x51mm and the arch has fixed boundary condition. The structure was analyzed for three different configurations, namely; without EPS geofoam, imperfect trench installation (ITI), and embedded trench installation (ETI). ITI and ETI cases were further divided depending on the width and height of EPS geofoam. The width of EPS geofoam varies from the span of the arch up to a 30% increase of the span of the arch while its height varies from the rise of the arch upto 100% increase of the rise of the arch. The results from the finite element analysis revealed that the ETI reduced the wall stresses by at least 53.95%. It is recommended to conduct further study regarding ETI to validate the results and to further improved the design criteria of buried corrugated steel arch as it is expected to bring about cost reduction and stability for buried structures.

A metal mesh TCE film is fabricated using a series of processes such as UV imprinting of a transparent trench pattern (with a width of 2-5 μm) onto a PET film, filling it with silver paste, wiping of the surface, and heatcuring the silver paste. In this work nanosized (40-50 nm) silver particles are synthesized and mixed with submicron (250-300 nm)-sized silver particles to prepare silver paste for the fabrication of metal mesh-type TCE films. The filling of these silver pastes into the patterned trench layer is examined using a specially designed filling machine and the rheological testing of the silver pastes. The wiping of the trench layer surface to remove any residual silver paste or particles is tested with various mixture solvents, and ethyl cellosolve acetate (ECA):DI water = 90:10 wt% is found to give the best result. The silver paste with 40-50 nm Ag:250-300 nm Ag in a 10:90 wt% mixture gives the highest electrical conductance. The metal mesh TCE film obtained with this silver paste in an optimized process exhibits a light transmittance of 90.4% and haze at 1.2%, which is suitable for TSP application.

본 연구는 현재 국내에서 이용되고 있는 차량소독시스템을 개선하기 위해 차량소독용 침수조 및 터널 에 대한 설계기준을 마련하고자 실시되었다. 이를 위해 본 연구팀이 고안한 차량소독용 침수조 및 터널 시제품에 대한 평가를 실시했으며, 침수조에 대한 평가항목은 침수조에 의한 차량 바퀴 오염물 제거 효 과, 침수조 턱 높이의 적정성, immersion heater의 사용가능 여부였으며, 터널에 대한 평가항목은 터 널의 방풍효과, 열풍기의 사용가능 여부였다. 실험 결과, 침수조에 의한 차량 바퀴의 오염물 제거 효과 와 터널에 의한 방풍효과는 매우 우수하게 나타났다. 그러나 침수조 내 immersion heater에 의한 소독 약액의 가온이 충분히 이루어지지 않았으며, 여러 가지 안전사고의 위험이 있었기 때문에 immersion heater 대신 보일러를 이용하는 것이 바람직 할 것으로 판단된다. 또한 터널 내 열풍기에 의한 기온 및 차량 표면온도의 상승효과가 거의 없는 것으로 나타났기 때문에 열풍기는 이용하지 않는 것이 바람직할 것으로 판단된다. 더불어 소형 승용차가 침수조를 원활히 통행하기 위해서는 침수조 턱의 높이를 50mm 정도로 낮추어 설계하는 것이 바람직할 것으로 판단된다.

PURPOSES : This study mechanically analyzed the performance of road substructures with focus on infiltration trenches of pavement substructures. METHODS: Water contents and response times for precipitation of pavement substructures were investigated via sensors buried near the infiltration trench to measure water contents. RESULTS : The results of the water contents of pavement systems constructed with an infiltration trench yield levels that were slightly increased by approximately 2% compared to those measured from general pavement systems. This water content difference of 2% resulted in a decrease in service life of less than two years. CONCLUSIONS: Service life reduction due to an infiltration trench is minimal, particularly when the trench is installed with proper caution.

Carcasses of pigs were trench buried using either general soil or mature compost as a cover material and the malodorous substances discharged were observed about a year. With the soil burial method, the speed of decay was shown to be dominantly affected by the ambient air temperature. However the compost burial method’s decaying process took place quickly, even ambient air temperature was dropped; it holds the temperature of 40oC or higher. With the compost burial method, there was a period where, the temperature inside the pig carcasses and the temperature of cover-material layer were strongly reversed. From this discovery, level of decay process could be speculated. With the soil burial method there was a trend when malodorous substances concentration was high, the level of concentration in the cover soil was also tends to be high. However, the compost burial method had different result. When malodorous substances concentration was high the level of concentration in the compost cover layer was observed to be lower. This indicates compost burial method shown to intercept and absorb malodorous substances. Furthermore, the compost burial method appears to be able to contribute to deactivate the pathogens by quickly decompose the carcasses at a high temperature.

울산 반구대 암각화 부근에 분포하는 퇴적층을 대상으로 사연댐 건설 전과 후의 퇴적환경을 알아보기 위해서 규조를 연구하였다. 사연댐 건설 이전의 하부 퇴적층으로 부터는 규조가 산출되지 않았으며, 사연댐 건설 이후의 퇴적 층(두께 228 cm)으로부터 규조가 감정되었다. 규조는 총 27속 75종이 산출 되었으며 개체수 농도의 범위가 0.2×105- 5.8×10 5 g−1로 나타났다. 연구지역에서 산출된 규조 종의 산출분포에 의해서 사연댐 건설 후 퇴적된 퇴적물로부터 4개 의 군집대를 설정하였다; 규조 군집대 I: 228-150 cm, 규조 군집대 II: 150-122 cm, 규조 군집대 III: 122-62 cm, 규조 군집대 IV: 62-0 cm. 또한, 환경지시종에 따라 부영양화, 산성도, Cl− 값 등에 대한 해석을 수행하였다. 부영양화와 Cl− 값에 대한 결과는 74 cm 층준을 기준으로 하부 층준에서는 부영양화의 정도가 중간-높음으로 Cl− 값은 낮게 나타났으며, 상부 층준에서는 부영양화가 낮음, Cl− 값이 높음으로 나타났다. 산성화의 정도는 122 cm 층준의 하부에서는 중성- 알칼리성을 띠며 상부에서는 산성을 나타내었다. 특히, 영양염류의 경우, 175 cm 층준에서는 TP값이 높고, 62 cm 층준 에서는 TN값이 높게 나타났다.

The purpose of this study is to analyze the structural stability of pavement due to water infiltration at the road with infiltration trench as using the FEM(finite element analysis). Five cases for FEM is divided considering the amount of rainfall and rain duration time. The results of FEM show that the more rainfall in a short period time is faster the change of moisture content. Also, it is the proportional relationship between and changing area of moisture content of more than 40% due to rainfall. Case 3 and 4 are necessary to check the installation of infiltration trench because of moisture content of more than 40%, recovery time of initial moisture content, and changing area of more than 40%. Case 1,2, and 5 have no a significant effect on road pavement structure due to lower moisture content and shorter duration time of higher moisture content.

Tidal turbulence was examined using three-dimensional tidal velocity data observed at a trench offshore of Tongyoung, Korea. The kinetic energy and intensity, including the variation period of the flow velocity and direction, were used to investigate the relationships between tidal turbulence and fishing gear dynamics, including the effects of swimming fish during fishing operations. As the resultant velocity increased from 0.2 to 0.9 m/s, the kinetic energy also significantly increased, while the turbulence intensity decreased from 50 to 10%. Tidal flow in strong flow fields displayed shorter periods of between 4 and 10 s, as determined by fast Fourier transform, the global wavelet method, and peak event analysis, and the periods were compared with the period of response to swimming fish and to oscillation of fishing gear. As mean velocity increased, velocity amplitude also increased from 0.1 to 0.6 m/s, and its directional amplitude changed markedly from 20 and 90°. Our study suggests that tidal turbulence can influence fish behavior or fishing gear geometry during fishing operations, although our analysis considered only a limited area. In future work, observations should be carried out over a more extensive depth and area.

Micro trench structures are applied in gratings, security films, wave guides, and micro fluidics. These micro trench structures have commonly been fabricated by micro electro mechanical system (MEMS) process. However, if the micro trench structures are machined using a diamond tool on large area plate, the resulting process is the most effective man- ufacturing method for products with high quality surfaces and outstanding optical characteristics. A nonferrous metal has been used as a workpiece; recently, and hybrid materials, including polymer materials, have been applied to mold for display fields. Thus, the machining characteristics of polymer materials should be analyzed. In this study, machining characteristics were compared between nonferrous metals and polymer materials using single crystal diamond (SCD) tools; the use of such materials is increasing in machining applications. The experiment was conducted using a square type diamond tool and a shaper machine tool with cutting depths of 2, 4, 6 and 10 µm and a cutting speed of 200 mm/s. The machined surfaces, chip, and cutting force were compared through the experiment.

본 연구는 수수× 수수 교잡종의 원형 곤포 및 트렌치 사일리지의 부위에 따른 사료가치 및 품질에 미치는 영향을 구명하기 위하여 천안에 위치한 국립축산과학원 자원개발부 에서수행되었다. 수수× 수수 교잡종 SS405는 5월초순에 파종한 다음 출수기에 수확하여 사일리지로 조제하였다. 원형 곤포사일리지의 조단백질, NDF 함량 및 in vitro 건물소화율은 트랜치사일리지와 비슷한 수준을 보였으나 NDF 및TDN 함량에서는 원형 곤포사일리지 보다 트랜치 사일리지에서 약간 증가하였다. 사일리지부위별 조단백질 함량은 외부나 중간부위 보다내부에서 약간의 감소를 보였으나(p<0.05),NDF, ADF 및 TDN 함량 및 in vitro 건물소화율에서는 차이를 보이지 않았다. 원형 곤포사일리지의 젖산 함량은 트랜치 사일리지 보다유의적으로 감소하였으며(p<0.05) 초산 함량도감소하는 경향을 보였을 뿐 유의차는 나타나지않았다. 그리고 사일리지 부위별 젖산, 초산 및낙산 함량은 큰 차이를 보이지 않았다.

본 논문은 난류경계층에 놓인 2차원 및 3차원 트렌치 공동 주위에서 나타나는 유동 및 표면압력 변동특성에 관한 연구이다. RANS (Reynolds-Averaged Navier-Stokes) 기법을 적용하여 공동 주위 난류 유동을 2차원 및 3차원 격자를 구성하여 수치적으로 모사하였다. 여기서 사용된 난류모델은 RANS 2-방정식 난류모델로 표준 k-ε모델과 k-ω SST 모델이 사용되었으며, 적용된 모델링의 차이에 따른 트렌치 공동 주위의 유동 및 표면의 압력특성을 알아보았다 . 적용된 난류모델이 타당한 해를 가지기 위해서 공동의 벽면에 격자를 밀집시켜 격자의존성에 의한 영향을 최소화 하였다. 트렌치 공동유동의 특성을 일반화하기위해 사용된 레이놀즈수는 특성길이와 유동장의 자유흐름속도를 기준으로 하였으며, 그 크기는 1.6×104이다. 본 연구의 최종 목적은 2가지의 난류모델에 의한 영향과 2차원 및 3차원 트렌치 공동내부의 표면압력 결과를 통해 공동 주위 유동 특징을 파악하고자 하였다.

The present study is to estimate the effect of wave height affecting at the front face of breakwater systems due to specification of submarine trench such as distance from breakwater to dredged area and width of dredge. The wave diffraction field, which is important hydraulic factor in the ocean, is considered to be two dimensional(2D) plane and the configuration of the submarine dredge on the sea bed designated by single horizontal long-rectangular pit system according to the various specific conditions of dredged locations. The numerical simulation is performed by using Green function based on the boundary integral equation and meshed at moving boundary conditions. The results of present numerical simulations are illustrated by applying the normal incidence. It is shown that the ratios of wave height at the front face of breakwater was varied by dependance of distant from breakwater to dredged area and width of dredge. It means that, when the navigation channel or pit breakwater is dredged on seabed, engineers have to consider the specification of dredge. This study can effectively be utilized for safety assessment to various breakwater systems in the ocean field and provided for safety construction of offshore structure.

HBr을 이용한 트렌치 식각시 식각 방지막의 형성과 이들이 결함 생성 및 분포에 미치는 영향을 고분해능 투과전자현미경을 이용하여 연구하였다. O2 및 다른 첨가 가스로 SiOxFy, SiOxBry 등의 식각 방지막을 표면에 형성시켜 벽면 undercut을 방지하고 표면의 거칠기를 감소할 수 있었으며, 이후의 트렌치 채움 공정에서 void 가 없는 잘 채원진 구조를 얻을 수 있었다. 형성된 식각 방지막은 격자 결함의 생성 및 이들의 분포에 영향을 미쳤다. 대부분의 식각 유도 결함들은 트렌치 바닥의 가장자리에서 10Å 이내의 깊이로 분포하였으며, 잔류막의 두께에 의존하였다. 두꺼운 잔류막층 아래로는 결함들이 거의 사라졌으며, 결함층의 깊이와 잔류막 두께는 대체로 반비례하는 것을 나타났다. 기판 내에 존재하는 결정학적인 결함들은 식각종의 입사각이나 에너지에 의존하는 반면에,식각된 표면에서 관찰되는 결함들은 트렌치 식각동안 형성되는 이러한 잔류막의 두께에 크게 의존하는 것으로 나타났다.