• 한국지반환경공학회 논문집
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• 제12권3호
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• pp.27-35
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• 2011

본 연구는 터널발파에서 소음저감을 목적으로 설치되는 방음시설 개발을 위하여 현장에서 주로 사용되는 방음재와 물, 모래 등을 이용하여 각 재질에 따른 소음저감효과를 판단하였다. 최대 소음레벨과 주파수의 범위를 측정하여 방음재질별 소음감쇠도와 주주파수 대역의 음압레벨을 고찰하였다. 그리고, 방음재료 분석의 결과를 반영하여 물과 스펀지 등으로 채운 개량형 워터튜브 방음문과 기존 스펀지 부직포 등으로 채운 방음문을 축소 제작하여 화약을 사용하여 실대형 현장실험을 통한 검증을 하였다. 그 결과 물을 차음재료로 사용한 경우에 기존 방음문에 비해 약 10dB(A) 정도의 소음 저감효과를 나타내었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.113-114
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• 2015

This paper is to investigate the effect of poor quality aggregate source used in Korea on the mixture proportion and strength development of the high strength concrete fixed at 450 kg/m3 of cement contents. For aggregate kinds, good quality crushed stone from KS certified manufacturer and low quality crushed stone from non certified construction field are used. For fine aggregates, river sand, land sand, sea sand and mixed sand are also used. It is found that the use of low quality aggregates resulted in an increase of water demand considerably due to poor gradation of aggregate and excessive fine particles. Test results indicate that the use of low quality aggregate also decreases the compressive strength compared with that of good quality aggregate.

• 화약ㆍ발파
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• 제8권1호
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• pp.3-16
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• 1990

The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill $\varphi{70mm}$ on the calcalious sand stone(sort-moderate-semi hard Rock). The total numbers of feet blast were 88. Scale distance were induces 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagtion Law in Blasting Vibration $V=K(\frac{D}{W^b})^n$ where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites (m) W : Maximum Charge per delay-period of eighit milliseconds or more(Kg) K : Ground transmission constant, empirically determind on th Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity $D/W^b$ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three graups. Cabic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge per delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over loom distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m----under l00m----- $V=41(D/3\sqrt{W})^{-1.41}$ -----A Over l00m-----$V= 121(D/3\sqrt{W})^{-1.66}$-----B K value on the above equation has to be more specified for furthur understang about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

• 화약ㆍ발파
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• 제9권4호
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• pp.3-12
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• 1991

The cautious blasting works had been used with emulsion explosion electric M /S delay caps. Drill depth was from 3m to 6m with Crawler Drill 70mm on the calcalious sand stone (soft-moderate-semi hard Rock) . The total numbers of feet blast were 88. Scale distance were induces 15.52-60.32. It was applied to Propagation Law in blasting vibration as follows .Propagtion Law in Blasting Vibration V=k(D/W/sup b/)/sup n/ where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W ; Maximum Charge per delay -period of eight milliseconds or more(Kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity D/W/sup b/ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three groups. Cabic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over loom distance because the frequency is varified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m--under 100m----V=41(D/ W)/sup -1.41/-----A Over l00m---------V=121(D/ W)/sup -1.56/-----B K value on the above equation has to be more specified for furthur understand about the effect of explosives. Rock strength, And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

• 한국터널지하공간학회 논문집
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• 제14권1호
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• pp.79-91
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• 2012

곡면 FRP 패널 부재는 생산방식 및 생산설비 등의 제한으로 일정한 폭을 갖는 제품으로 생산되며, 이러한 곡면 FRP 부재를 이용하여 제작 공장 또는 현장에서 FRP 부재간 연결을 통한 연속 시공으로 목적대상 구조물을 시공할 수 있다. FRP 부재간 연결방법은 크게 화학적 연결, 기계적 연결, 그리고 복합적인 연결방법 등이 있으며, 이 가운데 접착용 수지를 이용한 화학적 연결이 가장 보편적으로 적용되고 있다. 따라서 FRP 부재의 연결부 최적화설계를 위하여 표면처리 조건 및 접착제 종류 등을 매개변수로 직접전단 시험을 수행하였다. 시험결과 sand paper를 이용한 연마 또는 sand blasting으로 FRP 부재 표면 처리 조건 및 에폭시 또는 아크릴계 접착제가 가장 효과적인 접합방식인 것으로 나타났다.

• 대한치과보철학회지
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• 제43권4호
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• pp.415-425
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• 2005

Statement of problem : Fracture of composite resin core will be occulted by progress of crack. Bonding interface of different materials has large possibility of starting point of crack line. Therefore, the bond strength of glass fiber post to composite resin core is important for prevention of fracture. Purpose: This in vitro study tried to find out how to get the higher strength of glass fiber post to composite resin core through surveying the maximum load that fractures the post and cote complex. Materials and methods: 40 specimens made with glass fiber Posts(Style $post^{(R)}$, Metalor, Swiss) and composite resin core ($Z-100^{(R)}$, 3M, USA) were prepared and loaded to failure with push-out type shear-bond strength test in a universal test machine. The maximum fracture load and fracture mode were investigated in the specimens that were restored with four different surface treatments. With the data. ANOVA test was used to validate the significance between the test groups, and Bonferroni method was used to check if there is any significant statistical difference between each test group. Evely analysis was approved with 95% reliance. Results: On measuring the maximum fracture load of specimens, both the treatments of sandblasted and acid-etched one statistically showed the strength increase rather than the control group (p<0.005). The scanning electric microscope revealed that sand blasting made more micro-retention form not only on the resin matrix but on the glass fiber, and acid-etching contributed to increase in surface retention form, eliminated the inorganic particles in resin matrix. Specimen fracture modes investigation represented that sand blasted groups showed lower bonding failure than no-sand blasted groups. Conclusion: Referring to the values of maximum fracture load of specimens, the bonding strength was increased by sand blasting and acid-etching.

• 한국해양공학회지
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• 제19권6호통권67호
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• pp.72-77
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• 2005

The materials used in a ship screw propeller are commonly made with brass. The seawater corrosion and seawater cavitation of the screw propeller reduces the propulsive performance of the ship. In screw manufacturing, the corrosion rust of the screw propeller is removed through a hand grinding method. The grinding process produces dust of the heavy metals from the brass. The dust creates a poor working environment that is harmful to the health of the workers. An automatic corrosionrust removing apparatus, using a blasting method, was developed for the improvement of screw polishing conditions and its working environment. The performance of this apparatus was investigated by surface roughness, weight loss rate, hardness, electrochemical corrosion resistance, and cavitation erosion, after removing of the corrosion rust under various blasting conditions. Two medias of alumina and emery were used in this experiment. The surface roughness and hardness of the screw were improved by this apparatus. The electrochemical corrosion potential (Ecorr) and current density (Icorr) were measured by the dynamic polarization method, using a potentiostat,under the conditions of surface polishing with grinding, blasting, wire brushing, and fine sand papering. The test results prove that the new corrosion rust-removing apparatus improves the surface performance of a screw propeller.

• 한국지반공학회논문집
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• 제37권10호
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• pp.13-25
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• 2021

트라우즐 연주시험은 화약의 발파성능을 검증하기 위해서 널리 사용되는 시험방법 중 하나이다. 위력이 검증된 폭약을 연주블록의 발파공에 장약 및 전색하여 폭발시킨 후 발파공의 체적변화를 통해 화약의 위력 또는 전색효과 등을 측정하는 방법이라 할 수 있다. 본 연구에서는 발파 시 전색물에 따른 전색효과를 서로 비교하기 위하여 트라우즐 연주시험 및 3차원 고속카메라를 이용한 이미지영상상관기법을 도입하여 발파실험을 수행하였다. 실험에 사용된 폭약은 산업용 에멀젼 폭약을 적용하였고, 전색재료는 모래 및 잔골재를 사용하였다. 트라우즐 연주시험 및 수치해석을 통한 비교에서 표준사보다 잔골재 전색의 경우가 연주블록의 확장이 크게 나타났으며, 3D-DIC 시스템에서도 잔골재 전색의 경우가 모래전색보다 직경변화와 표면변형률 모두 높은 수치를 보였다.

• 한국지반환경공학회 논문집
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• 제16권9호
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• pp.23-32
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• 2015

본 논문에서는 암석발파 유발 진동에 대한 포괄적인 추세특성을 파악하기 위하여 국내 97개의 현장에서 계측된 시험발파진동에 관한 자료를 이용하여 굴착종류(터널, 벤치굴착) 및 암석종류별로 발파진동의 특성을 조사 및 검토하였다. 계측된 자료는 주로 강원도 및 경상도 지역의 시험발파 현장으로부터 획득하였으며, 계측현장 자료의 암석종류는 화강암이 제일 많았으며 그다음으로 편마암, 석회암, 사암, 셰일 순으로 나타났다. 본 연구를 통한 분석 결과, 발파진동 속도는 굴착종류(터널, 벤치)에 따라 영향을 받는 것으로 나타났으며, 터널발파에 비하여 벤치발파에 의한 진동속도가 더 크게 발생하는 것으로 나타났다. 또한 발파진동은 암석종류에 따라 크게 영향을 받는 것으로 나타나 향후 암석종류를 포함한 발파진동 추정식 관리가 필요할 것으로 나타났다. 이와 더불어 본 연구를 통해 얻어진 결과와 기존의 국내 발파진동 추정식에 의한 결과들과 상호 비교하였으며, 비교결과 터널발파에서 자승근식을 이용한 결과를 제외하곤 큰 차이가 나타나 향후 암반에서의 발파진동 추정과 관련하여 암석의 강도 및 절리특성, 지층분포, 굴착종류, 사용화약, 계측장비 및 방법 등의 영향을 종합적으로 반영한 더욱더 많은 연구 및 관심이 필요할 것으로 판단된다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2016년도 제50회 동계 정기학술대회 초록집
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• pp.157.2-157.2
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• 2016

Water repellent surfaces may enhance the condensation by efficiently removing the condensed droplets. However, such surfaces may lose their original performance as they are exposed to external mechanical stresses. In this work, we fabricated spray-coated mechanically robust superhydrophobic surfaces using treated titanium dioxide (Type 1) or silica particles (Type 2). Then we compared the mechanical robustness of such surfaces with the silane-coated superhydrophobic surface and PEEK coated surface using a controlled-sand blasting method. The results show that the spray-coated samples can maintain the same level of the contact angle hysteresis than silane-coated superhydorphobic surface after sand blasting at 2 bar. The spray-coating method was applied to the tube type condenser and the condensation behaviors were observed within the environmental chamber with controlled pressure, humidity and non-condensable gas. Previously-reported droplet jumping was observed in the early stage of the condensation event, but soon the droplet jumping stopped and only dropwise condensation was observed since the condensed droplets were pinned on the cracks at spray-coated surfaces. The static contact angle decreases from $158.0^{\circ}$ to $133.2^{\circ}$, and hysteresis increases from $3.0^{\circ}$ to $23.5^{\circ}$ when active condensation occurs on such surfaces. This work suggests the benefits and limitation of spray-coated superhydrophobic condensers and help develop advanced condensers for practical use.