• 마이크로전자및패키징학회지
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• 제6권4호
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• pp.41-48
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• 1999

실리카는 에폭시를 기지재로 하는 전자봉지재의 충진제로써 널리 사용되고 있는 재료이나 이의 낮은 방열성으로 인해 고방열성을 요구하는 부분에는 적용이 어렵다. 충진제 입자들의 지름비를 조합함으로써 최대충진 밀도를 높혀 고충진을 가능하게 하며 유동성도 향상된다는 점을 고려하여 높은 유동성을 가진 결정성 실리카(crystalline silica)를 큰 입자로 하고, 높은 열전도도와 낮은 열팽창계수를 가지지만 상대적으로 고각인 AlN을 작은 입자로 선정하여 혼합충진에 따른 EMC의 물성을 평가하였다. 실리카/AlN의 혼합비에 따른 EMC의 물성측정 결과, AlN의 투입분율을 0.3으로 하였을 때가 AlN의 투입에 따른 물성향상 효과가 가장 뛰어남을 확인 할 수 있었다. 따라서 AlN을 결정성 실리카와 최대 충진밀도에서 혼합하여 EMC에 적용할 경우에, 유동성의 저하없이 AlN의 소량투입만으로 뚜렷한 물성향상 효과를 얻을 수 있음을 확인할 수 있었다.

• Geomechanics and Engineering
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• 제13권2호
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• pp.333-352
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• 2017

A comparison study is made between the dynamic properties of an argillaceous siltstone and its grouting-reinforced body. The purpose is to investigate how grout injection can help repair broken soft rocks. A slightly weathered argillaceous siltstone is selected, and part of the siltstone is mechanically crushed and cemented with Portland cement to simulate the grouting-reinforced body. Core specimens with the size of $50mm{\times}38mm$ are prepared from the original rock and the grouting-reinforced body. Impact tests on these samples are then carried out using a Split Hopkinson Pressure Bar (SHPB) apparatus. Failure patterns are analyzed and geotechnical parameters of the specimens are estimated. Based on the experimental results, for the grouting-reinforced body, its shock resistance is poorer than that of the original rock, and most cracks happen in the cementation boundaries between the cement mortar and the original rock particles. It was observed that the grouting-reinforced body ends up with more fragmented residues, most of them have larger fractal dimensions, and its dynamic strength is generally lower. The mass ratio of broken rocks to cement has a significant effect on its dynamic properties and there is an optimal ratio that the maximum dynamic peak strength can be achieved. The dynamic strain-softening behavior of the grouting-reinforced body is more significant compared with that of the original rock. Both the time dependent damage model and the modified overstress damage model are equally applicable to the original rock, but the former performs much better compared with the latter for the grouting-reinforced body. In addition, it was also shown that water content and impact velocity both have significant effect on dynamic properties of the original rock and its grouting-reinforced body. Higher water content leads to more small broken rock pieces, larger fractal dimensions, lower dynamic peak strength and smaller elastic modulus. However, the water content plays a minor role in fractal dimensions when the impact velocity is beyond a certain value. Higher impact loading rate leads to higher degree of fragmentation and larger fractal dimensions both in argillaceous siltstone and its grouting-reinforced body. These results provide a sound basis for the quantitative evaluation on how cement grouting can contribute to the repair of broken soft rocks.