As a case study on aspect ratio behavior, Kaolin, zeolite, TiO2, pozzolan and diatomaceous earth minerals are investigated using wet milling with 0.3 pai media. The grinding process using small media of 0.3 pai is suitable for current work processing applications. Primary particles with average particle size distribution D50, ~6 μm are shifted to submicron size, D50 ~0.6 μm, after grinding. Grinding of particles is characterized by various size parameters such as sphericity as geometric shape, equivalent diameter, and average particle size distribution. Herein, we systematically provide an overview of factors affecting the primary particle size reduction. Energy consumption for grinding is determined using classical grinding laws, including Rittinger's and Kick's laws. Submicron size is obtained at maximum frictional shear stress. Alterations in properties of wettability, heat resistance, thermal conductivity, and adhesion increase with increasing particle surface area. In the comparison of the aspect ratio of the submicron powder, the air heat conductivity and the total heat release amount increase 68 % and 2 times, respectively.

PURPOSES : Previously, airport concrete pavement was designed using only aircraft gear loading without consideration of environmental loading. In this study, a multiple-regression model was developed to predict maximum tensile stress of airport concrete pavement based on finite element analysis using both environmental and B777 aircraft gear loadings. METHODS: A finite element model of airport concrete pavement and B777 aircraft main gears were fabricated to perform finite element analysis. The geometric shape of the pavement, material properties of the layers, and the loading conditions were used as input parameters for the finite element model. The sensitivity of maximum tensile stress of a concrete slab according to the variation in each input parameter was investigated by setting the ranges of the input parameters and performing finite element analysis. Based on the sensitivity analysis results, influential factors affecting the maximum tensile stress were found to be used as independent variables of the multi regression model. The maximum tensile stresses predicted by both the multiple regression model and finite element model were compared to verify the validity of the model developed in this study. RESULTS: As a result of the finite element analysis, it was determined that the maximum tensile stress developed at the bottom of the slab edge where gear loading was applied in the case that environmental loading was small. In contrast, the maximum tensile stress developed at the top of the slab center situated between the main gears in the case that the environmental loading got larger. As a result of the sensitivity analysis and multiple regression analysis, a maximum tensile stress prediction model was developed. The independent variables used included the joint spacing, slab thickness, the equivalent linear temperature difference between the top and bottom of the slab, the maximum take-off weight of a B777 aircraft, and the composite modulus of the subgrade reaction. The model was validated by comparing the predicted maximum tensile stress to the result of the finite element analysis. CONCLUSIONS : The research shown in this paper can be utilized as a precedent study for airport concrete pavement design using environmental and aircraft gear loadings simultaneously.

Indica Japonica 교잡에 의해 육성된 수도신품종들의 유묘기 내냉한계와 내냉발현특성을 Janica품종들과 비교 고찰하고자 10개 품종을 유묘기 내냉성이 제일 약한 제 3 엽기에 주간 11℃야간 5℃의 저온조건에 0, 3, 4, 5, 8, 10일 처리한 결과는 다음과 같다. 1. 저온처리 전후에 주야 26℃ / 18℃에서 생장한 파종 후 35일묘의 건물중이 무처리묘의 90% 이상이 되는 최장저온처리기간은 신품종들의 경우 0.8~2.8일 간으로써 특히 조생통일이 짧고 밀야 2003가 길었으며, Japonica 품종들의 경우 4.0~5.2일간으로써 신품종들보다 가역적 내냉한계기간이 배정도 길었다. 2. 저온처리에 따른 냉해발현 종료후 묘생존율이 90%이상되는 최장저온처리기간은 신품종들의 경우 3.0~5.6 일간으로써 수원 258호가 제일 짧고 수원 25001가 제일 길었으며, Japonica 품종들은 공시품종 모두 10일간 이상으로 신품종들보다 비가역적 내냉한계기간이 2~3배 이상 길었다. 3. 저온처리중 엽신변색고사율(y1) 및 묘고사율(y2), 저온처리 후 발현된 모신변색고사율(y3), 묘고사율(y4), 냉해를 받은 35일묘의 초장(y5)과 건물중(y6)은 모두 저온처리기간(x)과 고도로 유의한 상관성을 보였는데 특히 y1, y3, y6와 높은 상관성을 보였으며, y1~y6들 상호간에도 모두 고도로 유의한 상관성을 보였으나 특히 y1과 y3, y3와 y6의 상관성이 컸다. 4. 냉해징상들의 발현순서와 상태들간의 상관성 분석결과로부터 가역적 및 비가역적, 직접적 및 간접적 냉해의 발생과 그들의 복합현상으로써 결과되는 관찰되는 냉해징상의 발현과정 모식도를 작성하여 그림 5에 제시하였다. 5. 수도유묘의 내냉성 평가에 있어서 가역적 피해와 비가역적 피해를 종합적으로, 그리고 정량적으로 나타내며 일반적으로 냉해를 나타내는 조사형질들 중 냉해에 가장 예민한 반응을 보이는 건물중율을 1차요인으로 취급할 것으로 제의한다.