• Journal of Radiation Protection and Research
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• 제1권1호
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• pp.22-30
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• 1976

The perturbation of dose distribution adjacent to cavities in high energy electron has shown that the percentage of dose increase varies markedly as a function of the build-up layer, the length and thickness of the cavities, and the electron energy. The dose distribution showed that cavities similar in size to those encountered in the head and neck measured by industrial film dosimetry and corrected by ionization chambers. The most increased doses by measuring are resulted in a localized dose of up to 130% of that measured at the depth of maximum dose within a homogeneous tissue equivalent phantom. The measured values and correction factors of dose perturbation due to air cavities showed in diagrams and would be summarized as follows. 1. In $8{\sim}12MeV$ electron beams, the most marked dose is observed when the build-up layer thickness is 0.5cm and cavity volume is $2{\times}2{\times}2cm^3$. 2. The highest dose point is located under cavity when the energy is increased and cavity length is longer. 3. The cavity length at which the maximum percentage dose occurs decreases with increasing energy. 4. The highest percentage cavity doses are obtained when the energy is high, the build-up layer is thin, the thickness of the cavity is large, and the length of the cavity is approximately 1 to 3cm. 5. The doses of upper portion of cavity are less than the standard dose distribution as 5 to 10%. 6. The maximum range of electron beam are extended as much as thickness of cavity. 7. A cavity having a length of 5cm closely approximates a cavity of infinite length.

• 한국항공우주학회지
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• 제31권2호
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• pp.10-16
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• 2003

초음속 유동장에서 비정상 직열배치공동 유동 연구를 Navier-Stokes 방정식과 k-$\varepsilon$난류모델을 이용하여 수치 모사하였다. 공동주위의 비정상유동은 자유 전단층과 공동 내부 유동의 상호 작용에 의한 주기성으로 특정지어진다. 수치적 방법은 van Leer의 유량한계계수를 이용한 유량벡터분리법에 기반을 둔 TVD방법을 사용하였다. 먼저, 단일 공동에 대한 압력비 그래프를 통한 주진동 주파수를 비교하였다. 직열배치공동유동에서는 전후방 공동을 몇가지 세장비로 조합하여, 전방 공동의 영향에 의한 후방 공동 유동장의 주진동 주파수 특성등을 분석하였다. 전방공동의 세장비가 작은 경우에는 강한 전방공동의 전단층이 후방공동의 전단츨과 합하여 하나의 전단층 특성을 줌으로 전후방 공동의 주진동특성이 비슷하게 나타나고, 전방공동의 세장비가 큰경우에는 전방공동의 전단층이 확산되면서 내부에 후방공동의 전단층이 발생함으로 주진동수의 특성이 다르게 나타나는 것을 볼 수 있었다.

• 한국도로학회논문집
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• 제19권5호
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• pp.59-68
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• 2017

PURPOSES : The objective of this study is to evaluate the potential risk level of road cave-ins due to subsurface cavities based on the deflection basin measured with falling weight deflectometer (FWD) tests. METHODS: Ground penetrating radar (GPR) tests were conducted to detect road cavities. Then FWD tests were conducted on 13 pavement test sections with and without a cavity. FWD deflections and a deflection ratio was used to evaluate the effect of geometry of the cavity and pavement for road cave-in potentials. RESULTS : FWD deflection of cavity sections measured at 60 cm or a closer offset distance to a loading center were 50% greater than more robust sections. The average deflection ratio of the cavity sections to robust sections were 1.78 for high risk level cavities, 1.51 for medium risk level cavities, and 1.16 for low risk level cavities. The relative remaining service life of pavement with a cavity evaluated with an surface curvature index (SCI) was 8.1% for the high level, 21.8% for the medium level, and 89.8% compared to pavement without a cavity. CONCLUSIONS : FWD tests can be applied to detect a subsurface cavity by comparing FWD deflections with and without a cavity measured at 60 cm or a closer offset distance to loading center. In addition, the relative remaining service life of cavity sections based on the SCI can used to evaluate road cave-in potentials.

• 한국터널지하공간학회 논문집
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• 제2권2호
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• pp.62-71
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• 2000

지하채굴작업에 의한 공동 및 폐갱 등은 지반침하 및 지표함몰현상의 주요 원인이 되며, 근접시공 지하구조물 또는 인근 구조물의 안정성 저해요소로 대두되고 있다. 이에 대한 대책방안으로 폐갱을 충진재로 채우는 보강시공을 수행하는 경우가 있으나 설계방법 및 안정성 해석방법이 미흡한 실정이다. 따라서 본 연구에서는 폐갱 등 지하공동에 의한 주변지반의 영향권을 수치적으로 분석하고 실제 수치해석 과정에서 주변 암반의 장기거동을 고려할 수 있는 방안을 제시하였다. 아울러 폐갱 인근의 구조적 안정성을 향상시키기 위하여 지하공동을 뒷채움재로 충진한 경우, 안정성 평가 및 암반의 거동을 수치적으로 분석할 수 있는 기법을 제시하였으며 불완전한 뒷채움재의 영향을 함께 고려하였다.

• 터널과지하공간
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• 제19권2호
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• pp.107-122
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• 2009

채산성과 경제성에 따라 별다른 보강조치 없이 방치되고 있는 광산채굴적은 지반침하를 유발하여 주민들의 생명과 재산을 위협하고 있다. 따라서 지반침하가 우려되는 지역에 대한 보강의 필요성이 제기되어 현재 다양한 보강공법들이 적용되고 있다. 이중 가장 광범위하게 사용되고 있는 공법은 채굴적 내부로 보강재료를 압송하는 충전공법이다. 국내의 복잡한 지질환경과 채탄법은 다수의 급경사 채굴적을 형성하고 있어 수평 채굴적에 주로 적용되었던 외국의 공법을 그대로 적용할 경우 효율적인 보강효과를 기대하기 어렵다. 본 연구에서는 국내의 급경사 채굴적 충전을 위해 개발된 급결그라우트 재료의 기본물성 및 고결체 형성 형태를 파악하고, 급결그라우트 댐 및 후방에 주입 가능한 뒤채움 재료의 적절 주입량 산정을 위한 도식법을 제안하였다. 도식법에 의해 계산된 결과는 UDEC 수치해석을 통해 타당성을 검증하였다.

• 센서학회지
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• 제11권1호
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• pp.54-59
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• 2002

본 논문은 Si기판 직접접합기술과 전기화학적 식각정지를 이용하여 마이크로 시스템용 매몰 공동을 갖는 SOI 구조물의 일괄제조에 대한 새로운 공정기술에 관한 것이다. 저비용의 전기화학적 식각정지법으로 SOI의 정확한 두께를 제어하였다. 핸들링 기판 위에서 Si 이방성 습식식각으로 공동을 제조하였다. 산화막을 갖는 두 장의 Si기판을 직접접합한 후, 고온 열처리($1000^{\circ}C$, 60분)를 시행하고 전기화학적 식각정지로 매몰 공동을 갖는 SDB SOI 구조를 박막화하였다. 제조된 SDB SOI 구조물 표면의 거칠기는 래핑과 폴리싱에 의한 기계적인 방법보다도 우수했다. 매몰 공동을 갖는 SDB SOI 구조는 새로운 마이크로 센서와 마이크로 엑츄에이터에 대단히 효과적이며 다양한 응용이 가능한 기판으로 사용될 것이다.

• Restorative Dentistry and Endodontics
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• 제14권2호
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• pp.5-19
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• 1989

The purpose of this study was to observe the microleakage of composite resin filling using several glass ionomer cements. The Class V cavities of eighty noncarious human molars were prepared at the cementoenamel juction on the facial and lingual surfaces of each tooth with a No.330 carbide bur in a high speed handpiece. The cavity dimensions were $3.0{\pm}0.5mm$ wide, $2.0{\pm}0.5mm$ high, and $1.5{\pm}0.5mm$ deep and all enamel cavosurface margins were beveled with a No.558 carbide bur in low speed handpiece. The bevel was approximately $45^{\circ}$ and 0.5-1.0mm in width. A total of the 160 cavities was divided into four groups, and then 144 cavities among them were three experimental groups and remaining sixteen cavities were control group. All of the prepared cavities were restored as follows: group 1 : Preparations were restored with there three glass ionomer cements. group 2 : Preparations were restored with a composite resin with three glass ionomer cement bases placed $0.2{\pm}0.1mm$ short of the cavosurface margin. group 3 : Preparations were restored with a composite resin with three glass ionomer cement bases extened to the cavosurface margin. group 4 : As control group, preparations were restored with a composite resin, PALFIQUE. The specimens were then thermocycled in a range of $6^{\circ}C-60^{\circ}C$ and immersed in a bath of 2.0% aqueous basic fuchsin solution for 24 hours. Dye penetration was read on a scale of 0 to 4 by Tani and Buonocore's method. The following conclusions were derived from the results obtained; 1. All groups showed significantly more leakage at the gingival margins than at the occlusal margins(p<0.0005). 2. At the gingival margins, group 1 showed less leakage than group 3(p<0.01) and group 4(p<0.0005), while group 3 exhibited less leakage than group 2(p<0.01) and group 4(p<0.0005). 3. At the occlusal margins, group 4 showed less leakage than group 3(p<0.1) and group 1(p<0.005), while group 3 exhibited less leakage than group 2(p>0.1) and group 1(p<0.025).

• Restorative Dentistry and Endodontics
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• 제15권1호
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• pp.44-56
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• 1990

This study was designed to assess the degree of the marginal leakage of posterior composite restorations with glass ionomer cement base and Scotchbond$^{(R)}$ by means of the dye penetration at the enamel and dentinal margins. 160 cavities of class V were prepared on the buccal and lingual surfaces of 80 extracted premolar and molar teeth, which were divided into two groups. The buccal cavities of one group were filled with GC lining cement$^{(R)}$, Scotchbond$^{(R)}$ and P 50$^{(R)}$ and the lingual cavities were filled with Scotchbond$^{(R)}$ and Heliomolar$^{(R)}$. The Buccal cavities of other group were filled with Logobond$^{(R)}$, Scotchbond$^{(R)}$ and Heliomolar$^{(R)}$ and lingual cavities were filled with Scotchbond$^{(R)}$ and P 50$^{(R)}$. After finishing, all specimens were subjected manually to 50 thermal cycles at $4^{\circ}C$ and $60^{\circ}C$. They were immersed in 0.5% methylene blue solution for 24 hours and buccolingually sectioned with diamond disc. The sectioned specimens were examined under light microscope. The following results were obtained. 1. The group filled with glass ionomer cement base showed less marginal leakage than the group filled without glass ionomer cement base. 2. The enamel margins showed less microleakage than the dentinal margins in both of the two groups. 3. No significant difference was showed in the microleakage, irrespective of two glass ionomer cement base and posterior composite resin.

• Restorative Dentistry and Endodontics
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• 제12권1호
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• pp.107-116
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• 1986

The primary aim of this study was to assess the effects of the margin designs and composite resins on the marginal leakage of Class V resin restorations. 60 Class V cavities with $90^{\circ}$ butt joint, 60 with $45^{\circ}$ bevel joint, and 60 with concave joint were prepared on the labial surfaces of 38 extracted anterior teeth and the buccal and lingual surfaces of 71 premolars, and classified as the butt group, bevel group and concave group, respectively. After completion of the cavity preparation, Heliosit${(R)}$ was filled in 20 butt joint cavities, 20 bevel joint cavities, and 20 concave cavities. And Hi-Pol$^{(R)}$ and Palfique$^{(R)}$ were filled in the same manner, respectively. After finishing, all specimens were subjected manually to 50 thermal cycles at $4^{\circ}C$, $37^{\circ}C$, and $60^{\circ}C$. They were immersed in 0.5% methylene blue solution for 24 hours, and buccolingually sectioned with sectioning machine. The sectioned specimens were examined under the light microscope. The results indicated the following: 1. The bevel group showed the least amount of marginal leakage compared with the other two design groups, but the statistical analysis showed no significant difference at the 95% confidence level. 2. Hi-Pol$^{(R)}$ group showed the most severe marginal leakage compared with the other composite resin materials, but there was no significant difference in the groups. 3. The bevel-Heliosit$^{(R)}$ subgroup, which was filled with Heliosit$^{(R)}$ in the beveled cavities, showed the least amount of marginal leakage, but there was no significance in all the subgroups.

• 터널과지하공간
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• 제12권2호
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• pp.120-129
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• 2002

중부지역에 존재하는 대규모 석회암층을 통과하는 고속도로가 신설되는 가운데, 일부 교량의 교대 하부 얕은 심도에서 자연 생성된 석회암 공동이 다수 발견됨에 따라. 교대 및 교량의 안정성 확보를 위한 추가 정밀조사가 실시되었다. 정밀구조지질조사를 통해 고속도로 노선을 따른 지질도가 작성되었으며 이를 토대로 전기비저항 탐사가 일부 구간에 대해 실시되었다. 이 결과 석회암 공동의 존재가 의심되는 부분에 대해 국부적 인 탄성파탐사가 수행됨으로써 석회암 공동의 위치 및 규모가 최종 파악되었으며, 일련의 현장조사 및 실험실 시험결과를 이용한 수치해석이 이루어졌다. 수치해석에 의한 교대 및 교량의 안정성 분석 결과, 시멘트 그라우팅에 의한 교량하부 기초의 보강이 제안되었다.