• 한국도로학회논문집
• /
• 제18권5호
• /
• pp.57-62
• /
• 2016

PURPOSES : The objective of this study is to evaluate the effect of size and depth of cavities on the pavement failure using the full-scale accelerated pavement testing. METHODS : A full-scale testbed was constructed by installing the artificial cavities at a depth of 0.3 m and 0.7 m from the pavement surface for accelerated pavement testing. The cavities were made of ice with a dimension of 0.5 m*0.5m*0.3m, and the thickness of asphalt and base layer were 0.2 m and 0.3 m, respectively. The ground penetrating radar and endoscope testing were conducted to determine the shape and location of cavities. The falling weight deflectometer testing was also performed on the cavity and intact sections to estimate the difference of structural capacity between the two sections. A wheel loading of 80 kN was applied on the pavement section with a speed of 10 km/h in accelerated pavement testing. The permanent deformation was measured periodically at a given number of repetitions. The correlation between the depth and size of cavities and pavement failure was investigated using the accelerated pavement testing results. RESULTS : It is found from FWD testing that the center deflection of cavity section is 10% greater than that of the intact section, indicating the 25% reduction of modulus in subbase layer due to the occurrence of the cavity. The measured permanent deformation of the intact section is approximately 10 mm at 90,000 load repetitions. However, for a cavity section of 0.7 m depth, a permanent deformation of 30 mm was measured at 90,000 load repetitions, which is three times greater than that of the intact section. At cavity section of 0.3 m, the permanent deformation reached up to approximately 90 mm and an elliptical hole occurred at pavement surface after testing. CONCLUSIONS : This study is aimed at determining the pavement failure mechanism due to the occurrence of cavities under the pavement using accelerated pavement testing. In the future, the accelerated pavement testing will be conducted at a pavement section with different depths and sizes of cavities. Test results will be utilized to establish the criteria of risk in road collapse based on the various conditions.

• 한국산림과학회지
• /
• 제103권4호
• /
• pp.556-563
• /
• 2014

본 연구는 시설양묘과정에서 편백 용기묘(2-0묘) 생산을 위해 요구되는 적정 용기의 구 용적 및 생육밀도를 구명하고자 수행하였다. 용기 20구(400 mL/구, 150본/$m^2$), 24구(320 mL/구, 200본/$m^2$), 35구(240 mL/구, 260본/$m^2$)에서 편백의 근원경, 간장, 생체량, 뿌리밀도 및 묘목품질지수를 조사 분석하였다. 용기에 따른 근원경, 간장, 생체량, 뿌리밀도 및 묘목품질지수는 20구 용기에서 유의적으로 가장 높은 값을 보였지만, H/D율과 T/R률은 용기에 따른 차이가 없었다. 단위 면적 당 총 물질생산량은 35구에서 가장 낮았으며, 20구와 24구 용기에서는 유의적 차이가 없었다. 또한, H/D율과 T/R률을 제외한 근원경, 간장, 물질생산량, 뿌리밀도 및 묘목품질지수는 용기 구 용적과는 정의상관관계, 생육밀도와는 부의 상관관계를 보였다. 본 결과를 바탕으로 시설양묘 단계에서 편백 2-0묘는 20구(400 mL/구, 150본/$m^2$) 용기가 적정 규격으로 판단된다. 편백 2-0묘 생산을 위한 적정 용기의 선정으로 우량 묘목 생산 및 경제적 비용 절감 효과와 함께 우수한 조림 성과를 거둘 수 있을 것으로 기대된다.

• 비파괴검사학회지
• /
• 제14권3호
• /
• pp.177-184
• /
• 1994

본 연구는 X선 비파괴시험법을 활용하여 피사체 내부에 존재하는 기공의 3차원적 형상, 위치 및 크기를 측정하고 검사 조건에 따른 오차를 최소화하는 계산기법을 제시하였다. 제시한 계산기법을 실용화하기 위하여 기공측정전산코드(PEVACA)를 개발하고 다양한 형상의 모의 기공을 적용한 검증시험과 실제 피사체를 검사 후 절단하여 측정비교시험을 통하여 본 계산기법의 신뢰성을 검토하였다. 본 연구를 통하여 개발된 PEVACA는 작도법에 의한 기존의 수작업보다 측정 신뢰도(${\pm}0.5mm$ 이내의 오차 범위)를 항상시켰을 뿐만 아니라 작업시간 단축과 자료전산화에도 크게 기여할 것으로 판단된다.

• 한국광학회지
• /
• 제27권5호
• /
• pp.181-187
• /
• 2016

본 연구에서는 단일모드 사각형 링 공진기에 테이퍼-스텝 구조를 적용하여 단 방향 발진을 구현하였으며, 다양한 테이퍼-스텝 구조 변수를 갖는 소자를 제작하여 그 특성을 분석하였다. 소자는 InP기판을 기반으로 성장된 InGaAsP/InGaAs 다중 양자 우물구조의 반도체에 제작하였으며, 제작된 소자의 출력과 광 손실을 측정하였다. 이를 바탕으로 주어진 반도체 에피 구조와 단일모드 사각 링 공진기에서의 최적화된 구조 변수를 도출할 수 있었다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2011년도 추계학술대회 논문집
• /
• pp.124-129
• /
• 2011

An improved NDIF method is introduced to efficiently extract eigenvalues of two-dimensional, arbitrarily shaped acoustic cavities. The NDIF method, which was developed by the authors for the eigen-mode analysis of arbitrarily shaped acoustic cavities, membranes, and plates, has the feature that it yields highly accurate eigenvalues compared with other analytical methods or numerical methods (FEM and BEM). However, the NDIF method has the weak point that the system matrix of the NDIF method depends on the frequency parameter and, as a result, a final system equation doesn't take the form of an algebra eigenvalue problem. The system matrix of the improved NDIF method developed in the paper is independent of the frequency parameter and eigenvalues can be efficiently obtained by solving a typical algebraic eigenvalue problem. Finally, the validity and accuracy of the proposed method is verified in two case studies, which indicate that eigenvalues and mode shapes obtained by the proposed method are very accurate compared to the exact method, the NDIF method or FEM(ANSYS).

• 한국소음진동공학회논문집
• /
• 제21권10호
• /
• pp.960-966
• /
• 2011

An improved NDIF method is introduced to efficiently extract eigenvalues and eigenmodes of two-dimensional, arbitrarily shaped acoustic cavities. The NDIF method, which was developed by the authors for the eigen-mode analysis of arbitrarily shaped acoustic cavities, membranes, and plates, has the feature that it yields highly accurate eigenvalues compared with other analytical methods or numerical methods(FEM and BEM). However, the NDIF method has the weak point that the system matrix of the NDIF method depends on the frequency parameter and, as a result, a final system equation doesn's take the form of an algebra eigenvalue problem. The system matrix of the improved NDIF method developed in the paper is independent of the frequency parameter and eigenvalues and mode shapes can be efficiently obtained by solving a typical algebraic eigenvalue problem. Finally, the validity and accuracy of the proposed method is verified in two case studies, which indicate that eigenvalues and mode shapes obtained by the proposed method are very accurate compared to the exact method, the NDIF method or FEM(ANSYS).

• 자원환경지질
• /
• 제17권2호
• /
• pp.101-107
• /
• 1984

쌍극자 배치 사용시 지하천부에 존재하는 공동으로 인한 외견 비저항을 해석하였다. 쌍극자 배치를 사용한 비저항법을 이용하여 지하공동의 위치나 모양을 밝히는 데는 전도성 물체뿐만이 아니라 저항성 물체에 대한 외견 비저항 반응을 알아야 한다. 이들 물체에 대한 외견 비저항은 적분방정식을 이용한 수치계산 방법으로 구하였다. 외견 비저항의 크기와 패턴은 물체와 주위 비저항의 비율에 따라서 크게 달라진다. 전도성 물체의 경우 최대이상은 물체의 바깥쪽에 나타나지만, 저항성 물체의 경우 최대이상의 출현위치는 물체의 위치와 일치한다. 후자의 예로서 1978년 일본 오끼나와에서 실시한 야외조사에서 최대이상이 공동의 위치에 나타나는 것이 확인되었다.

• Restorative Dentistry and Endodontics
• /
• 제18권2호
• /
• pp.413-422
• /
• 1993

The purpose of this study was to evaluate the adaptation of light cured glass ionomer cement and composite resin using all- etch technique to tooth structure. In this study, class V cavities were prepared on the buccal surfaces of 10 extracted human premolar teeth with cementum margin and teeth were randomly assigned 2 groups of 5 teeth each. The cavities of glass ionomer cement group were filled with the light cured glass ionomer cement(Fuji II LC) and the cavities of composite resin group were filled with the light cured composite resion(P - 50) using all- etch technique with All- Bond 2. The restored teeth were stored in 100 % relative humidity at $37^{\circ}C$ for 48 hours. And then, the roots of the teeth were removed with the tapered fissure bur and the remaining crowns were sectioned occlusogingivally through the center of restorations. Adaptation at tooth - restoration interface were assessed occlusally, gingivally, and axially by scanning electron microscope. The results were as follows : 1. The adaptation to enamel walls of composite resin restorations using All - Bond 2 showed better than glass ionomer restorations. 2. The adaptation to gingival and axial walls of glass ionomer restorations showed better than composite resin restorations using All - Bond 2. 3. In both groups, occlusal margins of restorations showed better adaptation than gingival margins of restorations.

• Bulletin of the Korean Chemical Society
• /
• 제14권5호
• /
• pp.583-588
• /
• 1993

Encapsulation capacities $(V_{gas})$ of, $H_2,\;N_2,\;CO,\;CH_4$ and CO, for $Cs_{2.5}Na_{9.5}-A (C_s-A)$ and $Na_{12}$-A (Na-A) zeolites have been measured in order to understand the effect of molecular properties on the $V_{gas}$. With appropriate number of large blocking cations on the main windows of cavities in zeolite A, gas molecules can be encapsulated in both the ${\alpha}$ -and ${\beta}$-cages, resulting in much large $V_{gas}.\;V_{gas}$ is proportional to the encapsulation pressure (Pe) and is also dependent on the molecular properties of encapsulated gases themselves, especially on intermolecular forces originated from the quadrupole moments of molecules in the molecular-dimensioned cavities of zeolite A. At the low range of Pe, molecules with larger $V_{gas}$ and intermolecular forces apparently have smaller increasing tendencies of $V_{gas}$ upon increases in Pe, showing a linear relationship between the tendencies and intermolecular forces rather than their sizes. Interactions between encapsulated molecules of $CH_4$ and framework of Cs-A have been estimated and they seem to depend on the number of encapsulated molecules per unit cell. On the basis of calculated density of $CO_2$, presence of liquid-like phase for the encapsulated molecules in the molecular dimensioned cavities of zeolite A is postulated.

• Nuclear Engineering and Technology
• /
• 제51권3호
• /
• pp.877-883
• /
• 2019

Superconducting multi-spoke cavities are outstanding alternative choice for acceleration of heavy ions in medium velocity regimes. Based on the scheme of China ADS, several researches on the superconducting double-spoke cavities were done and two prototype cavities have been developed. In this paper, the RF design, the mechanical design and fabrication considerations of the bare cavity will be described in detail. After Buffered Chemical Polishing and High Pressure Rinsing, one of the prototype cavities was installed into the Vertical Test Stand for high gradient RF testing at 4.2 K. The measurement results of the quality factor as a function of the accelerating field and the maximum surface field will be presented. An accelerating gradient of more than 15 MV/m is achieved during the test, with maximum surface electric field of 58 MV/m, and maximum surface magnetic field of 117 mT.