• Journal of the Korea Institute of Building Construction
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• v.9 no.1
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• pp.49-55
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• 2009

In this study, reduction methods of surface air void were examined for high performance concrete having high viscosity. The effects of assumed influencing factors such as form types, form-coating materials, tamping equipments and methods were examined based on the tests on mock-up specimens made of high performance concrete. The test results can be summarized as follows: As for form types, the most favorable results were obtained when coated plywood form was used with panel-shape tamping equipments at the contact region with concrete, the second and the third being the water/air-permeable sheets and steel with coated plywood, respectively. As for tamping equipments, a vibrator with 6.5cm diameter was most effective. Finally, the shorter the tamping intervals, the better the reduction effect of surface air void. As a conclusion, an improved method was proposed to reduce surface air void and it was verified with the test result that only four air voids as large as $5{\sim}10mm$ are found in the are of $1m^2$.

• Journal of the Korean Geosynthetics Society
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• v.21 no.2
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• pp.57-65
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• 2022

This study simulated the shock wave propagation through the tamping material between explosives and hole wall at blasting works and verified the effect of tamping materials. The Arbitrary Lagrangian-Eulerian(ALE) method was selected to model the mixture of solid (Lagrangian) and fluid (Eulerian). The time series analysis was carried out during blasting process time. Explosives and tamping materials (air or water) were modeled with finite element mesh and the hole wall was assumed as a rigid body that can determine the propagation velocity and shock force hitting the hole wall from starting point (explosives). The numerical simulation results show that the propagation velocity and shock force in case of water were larger than those in case of air. In addition, the real site at blasting work was modeled and simulated. The rock was treated as elasto-plastic material. The results demonstrate that the instantaneous shock force was larger and the demolished block size was smaller in water than in air. On the contrary, the impact in the back side of explosives hole was smaller in water, because considerable amount of shock energy was used to demolish the rock, but the propagation of compression through solid becomes smaller due to the damping effect by rock demolition. Therefore, It can be proven that the water as the tamping media was more profitable than air.

• Explosives and Blasting
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• v.18 no.3
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• pp.41-48
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• 2000

최근 들어 산업용화약류의 사용이 급증하고 있으며, 발파작업시 화약의 효율적인 사용을 하기 위해서는 폭약이 장전된 공을 전색하여야 한다. 즉, 굵은 모래나 쇄석으로 채워야 한다. 조립질의 물질을 전색재료로 사용한 경우에 좋은 전색효과가 발휘된다 할지라도 흔히 천공시 발생하는 잔재물을 사용하고 있는 실정이다. 따라서, 본 연구에서는 암석발파시 가장 효율적인 전색재료를 구하고, 국내 산업용 화약류에 적용하기 위하여 시도되었다. 시험발파에 의한 모래 전색물과 STM의 발파진동 및 암석 파쇄상태를 조사하여 다음과 같은 결론을 얻었다. 모래 전색물을 사용한 경우에 암석 파쇄상태는 양호이상이 19%이었으나 STM은 91%로서 STM은 발파효율을 상승시킨다. 또한 STM은 발파진동의 저감효과가 있는 것으로 나타났다.

• Proceedings of the Korea Concrete Institute Conference
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• 1995.04a
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• pp.48-53
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• 1995

Recently, work of construction industry is not enough to do in tamping because of a lack of expert, advanced-age of worker, increase of structure of high-dengity arrangment and machanization of concrete pumping method Accordingly it is required for high-qualuily concrete with excellent flowability, Self-placeability and regregation registance. In this point of view, this study is investigated for requiremend properties of ultar-flow concrete using dimestic material as for development of Ultra-Flow concrete in the side of material

• Tunnel and Underground Space
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• v.24 no.6
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• pp.405-417
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• 2014

In a high-level waste repository, the gap fill of the engineered barrier is an important component that influences the performance of the buffer and backfill. This paper reviewed the overseas status of R&D on the gap fill used engineered barriers, through which the concept of the gap fill, manufacturing techniques, pellet-molding characteristics, and emplacement techniques were summarized. The concept of a gap fill differs for each country depending on its disposal type and concept. Bentonite has been considered a major material of a gap fill, and clay as an inert filler. Gap fill was used in the form of pellets, granules, or a pellet-granule blend. Pellets are manufactured through one of the following techniques: static compaction, roller compression, or extrusion-cutting. Among these techniques, countries have focused on developing advanced technologies of roller compression and extrusion-cutting techniques for industrial pellet production. The dry density and integrity of the pellet are sensitive to water content, constituent material, manufacturing technique, and pellet size, and are less sensitive to the pressure applied during the manufacturing. For the emplacement of the gap fill, pouring, pouring and tamping, and pouring with vibration techniques were used in the buffer gap of the vertical deposition hole; blowing through the use of shotcrete technology and auger placement and compaction techniques have been used in the gap of horizontal deposition hole and tunnel. However, these emplacement techniques are still technically at the beginning stage, and thus additional research and development are expected to be needed.

• Transactions on Electrical and Electronic Materials
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• v.13 no.1
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• pp.23-26
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• 2012

A zero-shrinkage sintering process in which the shrinkage of x-y axis is controlled to be zero is in great demand due to the trend of high integration in the ceramic modules. Among the zero-shrinkage sintering processes that are available, the proposed glass infiltration method where the viscous but fluidic glass infiltrates of the $Al_2O_3$ particles in the structure of $Al_2O_3$/glass/$Al_2O_3$ during firing is one of the applicable methods. However, the above proposed glass infiltration method has the problem of the warpage-like delamination. This occurred at the outermost surface of the multiple-bundle substrate. It is thought that the decomposed gas rapidly expands in low viscous glass to create vacant space. To solve this problem, the vacant space was tamped with $Al_2O_3$ particles to lead to the actual improvement of the sintered properties. With 15 wt% of tamping $Al_2O_3$ particles in glass, most of the vacant space disappeared. Fully densified zero-shrinkage substrate without delamination can be obtained.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2009.06a
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• pp.177-177
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• 2009

이동통신 시스템의 소형화 경량화 다기능화 추세에 따라 세라믹 모듈의 정밀도 및 집적도가 중요한 요소로 부각되고 있다. 이러한 모듈의 고집적화 추세에 대응하기 위하여 세라믹 소성시 수축율 제어가 필수적인 요소로 부각되고 있으며, 이에 따라 X, Y축의 소성 수축율을 0에 근접하게 제어하는 무수축 소성 기술이 요구되고 있다. 선행연구를 통하여 $Al_2O_3$/Glass/$Al_2O_3$ 구조의 glass infiltration법에 의한 무수축 소성 기술 구현 가능성을 확인하였으나, 아직 해결해야 할 문제점들이 있다. glass가 $Al_2O_3$층으로 infiltration되는 과정에서 glass층이 de-lamination 되는 결함이 발견되었으며 이는 유전체 기판의 Q값을 낮추고 기판의 신뢰성에 악영향을 줄 수 있어 이에 대한 개선이 필요한 실정이다. 본 연구에서는 $Al_2O_3$/Glass/$Al_2O_3$ 구조의 glass infiltration법에 의한 선행 실험에서 관찰된 기판 내부의 de-lamination 현상에 대한 원인을 규명하고 해결책을 제시하고자 하였다. glass 유동과 바인더 burn-out이 동시에 진행됨에 따라 기공이 생성되며 glass가 점성유동함에 따라 이 기공이 glass층으로 모이게 되어 de-lamination 현상이 발생하는 것으로 사료된다. 이를 해결하기 위하여 de-lamination층에 $Al_2O_3$의 tamping을 시도하여 glass층의 기공이 빠져 나갈 수 있는 channel 을 형성하고, 남아있는 기공을 $Al_2O_3$로 채우는 효과를 얻을 수 있었다. 이에 따라 기판의 밀도와 Quality factor 값이 향상되었으며 미세구조가 치밀한 무수축 기판을 제작할 수 있었다.

• Journal of the Korean Geosynthetics Society
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• v.16 no.2
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• pp.121-129
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• 2017

There have been a number of water and sewer pipe breakdown reports followed by ground subsidence. Also, the excavating works for construction due to overcrowding of city have been common. Particularly, in urban areas ground becomes unstable because of the lowered lifeline sinkage followed excavation and backfilling. In order to solve the problem, some reinforcement works for ground by rod tamping or grouting have been applied. However, it is hard to predict when the buried utilities in underground will be damaged. Also, there is a limit for the underground exploration and investigation methods. Therefore, in this study, the estimated about the water soluble polymer pouch including poor mixed admixture which is designed to eliminate the dangerous factors. The reinforcement strength of this method was confirmed by verifying three points: meltiness in a certain period, water solubility in the ground water level, and characteristics of the pouch, which can be stored in daily conditions. It is also proved that this method allows to keep the ground from getting weakened in the installation of water and sewer pipe along with back filling materials.