• 건축역사연구
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• 제21권4호
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• pp.37-46
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• 2012

This study examines the construction method of lime tomb of royal tombs in the Choseon Dynasty based on reference. This was primarily published as "The Five Manners and Courtesy of the Annals of Sejong" as examples, which were followed by the influence of Koryo's culture in the beginning foundation of Choseon, were organized in the time of Sejong; and later, in the time of Sungjong, "The National Five Manners and Courtes y" was published. Such old reference explains the stone materials and construction method of the royal tomb's pit yet there were not many studies regarding the pit of royal tomb in the Choseon Dynasty. And there exists no historical research or reference study in regard to the pit of royal tomb which is formed as a lime tomb. This is believed to be impossible to excavate the royal tomb since ancestral ritual formalities are still given by the descendants and because of our country's culture of giving ancestral ritual formalities which value formalities and filial duty. However, the current excavation of Guhui Tomb, which was the early burial site, was important since it gives an opportunity to look at the shape and structure of lime tombs in the Choseon Dynasty. Thus, this study, based on the excavation of Guhui Tomb, will look into the construction method of the pit of lime tomb and will examine the structure, shape, construction method, etc. of the lime tomb which was formed after the time of Sejo in a way with reference history. This is an important data to learn the construction method of limb tomb of royal tombs in the Choseon Dynasty and is believed to have a very important value as historical materials as to understanding the structure of the pit of royal tombs in the Choseon Dynasty which yet has not been excavated.

• 대한치과의료관리학회지
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• 제9권1호
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• pp.32-37
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• 2021

Many approaches to local anesthesia have been studied in dentistry. In this study, we introduce a new local anesthetic method, "Point-Inject Technique (PIT)", and compare it with traditional injection techniques. The PIT method utilizes both the vasoconstrictive and antinociceptive properties of local anesthetics as well as the application of controlled pressure during injection, reducing the time to complete anesthesia. Fifty patients were selected as the experimental group who were anesthetized using PIT, and the other 50 patients were selected as the control group using the direct injection method with a carpool syringe. The PIT group received 0.25 cartridges of 2% lidocaine with 1:100,000 epinephrine. The control group received 1.5~2 cartridges of 2% lidocaine with 1:100,000 epinephrine. Both groups were asked to mark the intensity of the pain caused by anesthesia using the Numeric Pain Rating Scale. The average time to recover from anesthesia was 40 minutes in the experimental group and 90 minutes in the control group. Additionally, 96% of the experimental group reported feeling no pain, while 78% of the control group reported having some form of pain during injection. The PIT method reduced both the reported pain scores of patients as well as time to recover from local anesthesia than the widely-used syringe injection method.

• 대한치과교정학회지
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• 제29권4호
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• pp.425-433
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• 1999

회전된 구치를 개선시키기 위해 사용하는 precision-TPA(transpalatal arch)를 삽입 방법들-근심삽입법, 원심삽입법, 확장력을 부여한 근심삽입법(이하 근심확장법) -에 따라 동적인 치아이동의 양상과 치열궁의 변화를 비교하기 위해 본교실에서 개발, 제작한 Calorific machine을 이용하여 실험한 후 회전된 치아와 고정치간의 이동양상을 계측하여 통계처리한 결과 다음과 같은 결론을 얻었다. 1. 구치간 폭경은 근심삽입법에 의해 감소하였고, 원심삽입법과 근심확장법에 의해서는 증가하였다. 2. 원심삽입법에 의해서 치열궁 장경이 가장 증가하였고, 근심확장법, 근심삽입법 순으로 증가하였다. 3. 근심삽입법의 회전중심은 근심소와(mesial pit)와 중심소와(central pit)사이에 위치하였고, 원심삽입법에서는 원심소와(distal pit)와 원심설측교두(distolingual cusp)사이에, 근심확장법은 원심소와(distal pit)에 위치하였다.

• 한국수자원학회논문집
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• 제43권10호
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• pp.921-932
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• 2010

본 연구는 하천의 골재채취 혹은 하천준설로 인하여 교란된 하천의 적응과정을 하도의 평면변화에 적합하도록 일반좌표계 상에서 흐름 및 하상변동을 모의할 수 있는 2차원 수치모형을 이용하여 파악하였다. 수치해석 기법으로는 흐름의 운동량 방정식에서 이류항은 CIP (Cubic Interpolated Pseudoparticle)법을 적용하였으며, 확산항은 중앙차분법을 적용하였다. 하천준설 혹은 골재채취에 의해 형성된 웅덩이는 초기에 웅덩이 상류 지점에서 급격한 두부침식이 발생하였다. 시간이 증가하면서 웅덩이는 상류에서 공급되는 유사에 의하여 되메워지고, 일정한 안식각을 유지하면서 거의 균일한 속도로 이동하였다. 웅덩이 하류에서는 하상저하가 지속되고 있다. 수치모의 결과는 이러한 과정을 잘 모의하였다. 하상경사가 급할 경우에, 웅덩이의 변화에 대하여 되메워지는 시간이 짧고, 웅덩이의 이동속도가 빠른 것을 보여주고 있으며, 수치모의 결과는 실내실험 결과에 잘 일치하였다.

• Corrosion Science and Technology
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• 제22권1호
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• pp.55-63
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• 2023

The aim of this study was to propose a multiple linear regression (MLR) equation to predict ultimate tensile strength (UTS) of 316L stainless steel with unspecified pit corrosion. Tensile specimens with pit corrosion were prepared using a potentiostatic acceleration test method. Pit corrosion was characterized by measuring ten factors using a confocal laser microscope. Data were collected from 22 tensile tests. At 85% confidence level, total pit volume, maximum pit depth, mean ratio of surface area, and mean area were significant factors showing linear relationships with UTS. The MLR equation using these three significant factors at a 85% confidence level showed considerable prediction performance for UTS. Determination coefficient (R²) was 0.903 with training and test data sets. The yield strength ratio of 316L stainless steel was found to be around 0.85. All specimens with a pit corrosion presented a yield ratio of approximately 0.85 with R² of 0.998. Therefore, pit corrosion did not affect the yield ratio.

• Journal of Astronomy and Space Sciences
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• 제33권1호
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• pp.21-28
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• 2016

Caves can serve as major outposts for future human exploration of the Moon and Mars. In addition, caves can protect people and electronic equipment from external hazards such as cosmic ray radiation and meteorites impacts and serve as a shelter. Numerous pit craters have been discovered on the Moon and Mars and are potential entrances to caves; the principal topographic features of pit craters are their visible internal floors and pits with vertical walls. We have devised two topographical models for investigating the relationship between the topographical characteristics and the inner void of pit craters. One of our models is a concave floor void model and the other is a convex floor tube model. For each model, optical photographs have been obtained under conditions similar to those in which optical photographs have been acquired for craters on the Moon and Mars. Brightness profiles were analyzed for determining the profile patterns of the void pit craters. The profile patterns were compared to the brightness profiles of Martian pit craters, because no good-quality images of lunar pit craters were available. In future studies, the model profile patterns will be compared to those of lunar pit craters, and the proposed method will likely become useful for finding lunar caves and consequently for planning lunar bases for manned lunar expeditions.

• 대한소아치과학회지
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• 제33권2호
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• pp.336-347
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• 2006

치면열구전색은 잘 시행하지 못한 경우 오히려 우식발생을 가릴 수 있어 위험하다. 따라서 치면열구전색의 올바른 적용방법에 대한 이해와 재고가 필요하다. 치면열구전색 시행하기 위해서는 반드시 recall-check이 전제되어야 하는데, 치면열구전색재 시술 환자의 70%가 recall이 되었을 때 병원 경영이 효율적으로 이루어지고 있다는 평가를 내릴 수 있다. 치면열구전색재 도포시 임상가들이 가장 관심 있게 추구하는 2가지 사항은 첫째 치면열구전색재가 소와 및 열구내로 깊숙이 침투하도록 하는 것과 둘째 치면열구전색재와 치면 사이의 gap(변연누출, marginal leakage)을 최소로 발생하게 하는 것이다. 이는 모두 치면열구전색재의 유지력을 좋게 하기 위한 것이며 이는 치면열구전색의 성공/실패와 직결된다. 그러나 탈락되지 않게 할 수는 없어도 더 오랫동안 붙어 있도록 하는 노력은 필요하다. 본 종설에서는 치면열구전색재 유지력을 강화하기 위한 방법으로 치면열구전색재의 재료학적 검토, 유지력에 관계되는 요소, 교합면 소와 및 열구 세척 소와와 열구 내로의 침투도를 높이는 방법, 미세누출을 줄일 수 있는 임상 기술 등에 대해 살펴보고자 하였다. 치면열구전색재의 유지력에 관여되는 요소가 매우 많고 다양하므로 이에 대한 기본적인 이해와 함께 도포 과정에서의 술자의 섬세함과 정성이 전제되어야 한다.

• 한국항만학회지
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• 제15권1호
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• pp.87-97
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• 2001

The calculation of earthwork plays a major role in plan or design of many civil engineering projects, and thus it has become very important to advanced the accuracy of earthwork calculation. Current method used for estimating the volume of pit excavation assumes that the ground profile between the grid points is linear(trapezoidal rule), or nonlinear(simpson's formulas). In this paper the spot height method, least square method, and chamber formulas, Chen and Lin method are compared with the volumes of the pits in these examples. As a result of this study, algorithm of chen and Lin me쇙 by spline method should provide a better accuracy than the spot height method, least square method, chamber formulas. The Chen and Lin formulas can be used for estimating the excavation volume of a pit divide into a grid with unequal intervals. From the characteristics of the cubic spline polynomial, the modeling curve of the Chen and Lin method is smooth and matches the ground profile well. Generally speaking, the nonlinear profile formulas provide better accuracy than the linear profile formulas. The mathematical model mentioned make an offer maximum accuracy in estimating the volume of a pit excavation.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 추계학술대회 논문집
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• pp.267-272
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• 2002

Pitting corrosion is a very common occurrence in marine structures. Therefore, the 3-D finite element analysis is carried out to determine the stress intensity factors at the pit depth and also at the surface of the pit. The pits are modeled as a part of sphere, based on the pit depth and the pit diameter as specified by the Ship Structural Committee. The pit depth and pit diameter are function of the percentage of pitting that the plate is subjected to. A dog-bone shaped specimen is subjected to different intensities of pitting and the stress intensity factors are determined under axial tensile loads.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.229-236
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• 2002

In this paper, a new novel technique of seismic survey is introduced to estimate the continuity of inclined pits filled with water, It was assumed that the pits would be connected to an abandoned railway tunnel that might be constructed in the past. Thus, detection of pit end was needed for the design of a new highway tunnel(Yukshimreong tunnel) that was likely to be met with a pit. In the beginning of exploration, no reliable, cost effective method was available. Hence, focus of interest moved toward the high impedance contrast(reflection coefficient k∼0.8) between water and rock. In this special model of sequence rock-water-rock, total reflection occurs and the seismic energy, when it is generated in the pit water, is nearly confined to the pit so that seismic waves can propagate much further within the pit. As a matter of convenience, this is called“tunnel channel wave”. With these considerations in mind, seismic detonator(2g) was used as a source at the entrance of pit, whereas hydrophone chain(hydrophone interval=1m) was placed on the bottom of pit. With this appropriate source-receiver arrangement, desirable down-going and up-going waves could be observed that will help conform the continuity of pits. After about one year, it was ascertained that the inclined pit of interest was just nearby crossed with the newly excavated tunnel, as it was predicted.