• 한국정밀공학회지
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• 제15권9호
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• pp.15-24
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• 1998

In this research. we have proposed a new technique to determine .the combination of design parameters for the process design of a hot forged product using artificial neural network(ANN) and statistical design of experiments(DOE). The investigated problem involves the adequate selection of the aspect ratio of billet, the ram velocity and the friction factor as design parameters. An optimal billet satisfying the forming limitation, die filling, load and energy as well as more uniform distribution of effective strain, is determined by applying the ability of artificial neural network and considering the analysis of mean and variation on the functional requirement. This methodology will be helpful in designing and controlling parameters on the shop floor which would yield the best design solution.

• 한국지반환경공학회 논문집
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• 제20권1호
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• pp.13-17
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• 2019

This paper presents case history of railway embankment excess settlement on soft clay during service in southern region of Korea. A lot of field observations show that the measured settlements are a lot larger than settlements actually calculated in this area. Back analysis is carried out to verify the soil parameters which are intended to investigate in the subsurface exploration phase and later in a laboratory test program. Recommendations and causes for the engineering practice are suggested to review the determination of excess settlements and, consequently, to improve the settlement prediction. This enormous discrepancy is due to the passing over secondary consolidation, and the design filling did not meet to real construction filling. Immediate settlement could be subsidiary factor of excess settlement.

• 비파괴검사학회지
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• 제20권1호
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• pp.33-37
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• 2000

압전 세라믹 PZT와 고분자 매질인 에폭시 수지를 사용하여 PZT 체적비가 75%인 1-3 압전복합변환자를 dicing-filling 방법으로 제작하여 임피던스 분석과 펄스 반사법으로 수신된 초음파신호의 스펙트럼 분석을 통하여 전기 및 음향 특성을 조사하였다. 제작된 1-3 압전복합변환자의 경진동 모드 및 두께진동 모드의 기본진동수는 각각 0.95MHz와 1.63MHz이었고, 측면진동 모드는 관찰되지 않았다. 두께진동 모드에 대한 전기기계 결합계수는 PZT 단일상(0.52)보다 큰 0.54로 수신효율이 향상되었음을 알 수 있었다. 그리고 기계적 품질계수(Q)는 PZT 단일상(80)보다 상당히 작은 1.5이었고, 1-3 압전복합변환자의 축상 분해능이 크게 향상되었음을 알 수 있었다.

• Geomechanics and Engineering
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• 제15권1호
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• pp.695-710
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• 2018

Formation of a soil plug in an open-ended pile is a very important factor in determining the pile behavior both during driving and during static loading. The degree of soil plugging can be represented by the incremental filling ratio (IFR) which is defined as the change in the plug length to the change of the pile embedment length. The experimental tests carried out in this research contain 138 tests that are divided as follows: 36 tests for single pile, 36 tests for pile group ($2{\times}1$), 36 tests for pile group ($2{\times}2$) and 30 pile group ($2{\times}3$). All tubular piles were tested using the poorly graded sand from the city of Karbala in Iraq. The sand was prepared at three different densities using a raining technique. Different parameters are considered such as method of installation, relative density, removal of soil plug with respect to length of plug and pile length to diameter ratio. The soil plug is removed using a new device which is manufactured to remove the soil column inside open pipe piles group installed using driving and pressing device. The principle of soil plug removal depends on suction of sand inside the pile. It was concluded that the incremental filling ratio (IFR) is changed with the changing of soil state and method of installation. For driven pipe pile group, the average IFR for piles in loose is 18% and 19.5% for L/D=12 and 15, respectively, while the average of IFR for driven piles in dense sand is 30% and 20% for L/D=12 and L/D=15 respectively. For pressed method of pile installation, the average IFR for group is zero for loose and medium sand and about 5% for dense sand. The group capacity increases with the increase of IFR. For driven pile with length of 450 mm, the average IFR % is about 30.3% in dense sand, 14% in medium and 18.3% for loose sand while when the length of pile is 300 mm, the percentage equals to 20%, 17% and 19.5%, respectively.

• 폴리머
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• 제26권6호
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• pp.803-811
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• 2002

본 연구에서는 상이한 방법을 통하여 제조된 초고분자량 폴리에틸렌 (ultra high molecular polyethylene, UHMWPE)/카올린 복합재료의 마모 특성에 대하여 살펴보았다. 카올린 입자는 중합충전(in-situ polymerization)법과 분말 혼합법의 두 가지 상이한 방법을 통하 UHMWPE와 복합화되었으며 특히 분말 혼합법에서는 입자상으로 구성된 두 재료의 혼합 방법에 따른 입자 분산 및 마모 특성에 대하여 분석하였다. 제조된 복합재료의 마모실험에서 입자 충전에 의하여 내마모성이 크게 향상되었는데 연삭마모가 지배적인 마모기구였으며, 중합충전법이 내마모성 향상에 있어서 분말혼합법에 비하여 효과적이었다. 또한 충전된 입자의 분산 상태와 계면 특성이 내마모성 향상에 중요한 변수임을 확인할 수 있었다.

• Restorative Dentistry and Endodontics
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• 제46권1호
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• pp.5.1-5.13
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• 2021

Objectives: The aim of the current study was to assess whether the amount of extruded debris differs for straight and severely curved root canals during retreatment using H-files, R-Endo, Reciproc and ProTaper Universal Retreatment (PTU-R) files. Additionally, the area of residual filling material was evaluated. Materials and Methods: Severely curved (n = 104) and straight (n = 104) root canals of maxillary molar teeth were prepared with WaveOne Primary file and obturated with gutta-percha and AH Plus sealer. Root canal filling materials were removed with one of the preparation techniques: group 1: H-file; group 2: R-Endo; group 3: Reciproc; group 4: PTU-R (n = 26). The amount of extruded material and the area of the residual filling material was measured. The data were analyzed with 2-way analysis of variance (ANOVA) and 1-way ANOVA at the 0.05 significance level. Results: Except for Reciproc group (p > 0.05), PTU-R, R-Endo, and H-file systems extruded significantly more debris in severely curved canals (p < 0.05). Each file system caused more residual filling material in severely curved canals than in straight ones (p < 0.05). Conclusions: All instruments used in this study caused apical debris extrusion. Root canal curvature had an effect on extruded debris, except for Reciproc system. Clinicians should be aware that the difficult morphology of the severely curved root canals is a factor increasing the amount of extruded debris during the retreatment procedure.

• Geomechanics and Engineering
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• 제13권2호
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• pp.195-215
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• 2017

This paper proposes gob-side entry retaining by roof break and filling in thick-layer soft rock conditions based on the thick-layer soft rock roof strata migration law and the demand for non-pillar gob-side entry retaining projects. The functional expressions of main roof subsidence are derived for three break roof direction conditions: lateral deflection toward the roadway, lateral deflection toward the gob and vertically to the roof. These are derived according to the load-bearing boundary conditions of the main roadway roof stratum. It is concluded that the break roof angle is an important factor influencing the stability of gob-side entry retaining surrounding rock. This paper studies the stress distribution characteristics and plastic damage scope of gob-side entry retaining integrated coal seams, as well as the roof strata migration law and the supporting stability of caving structure filled on the break roof layer at the break roof angles of $-5^{\circ}$, $0^{\circ}$, $5^{\circ}$, $10^{\circ}$ and $15^{\circ}$ are studied. The simulation results of numerical analysis indicate that, the stress concentration and plastic damage scope to the sides of gob-side entry retaining integrated coal at the break roof angle of $5^{\circ}$ are reduced and shearing stress concentration of the caving filling body has been eliminated. The disturbance of coal mining to the roadway roof and loss of carrying capacity are mitigated. Field tests have been carried out on air-return roadway 5203 with the break roof angle of $5^{\circ}$. The monitoring indicates that the break roof filling section and compaction section are located at 0-45 m and 45-75 m behind the working face, respectively. The section from 75-100 m tends to be stable.

• Restorative Dentistry and Endodontics
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• 제35권3호
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• pp.222-228
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• 2010

본 연구의 목적은 현재 치근단 역충전재로 널리 사용되고 있는 MTA와 새롭게 개발된 제품인 DB를 MG63 세포를 사용하여 비교하는 것이다. 치근단 역충전재료로는 MTA, DB, IRM을 사용하였고 대조군으로는 tissue culture plastic을 사용하였다. 각 재료를 혼합하고 혼합물의 경화가 일어나도록 24시간 동안 놓아두었다. MG63 세포를 각 군에 뿌려준 후 세포가 재료에 부착될 수 있도록 4시간 배양하였다. 치근단 역충전재를 세포에 접촉시킨 후 세포수준의 초기 반응을 관찰하였다. 12시간 더 배양한 후 세포가 각 재료에 붙어 있는 정도를 관찰하고, 각 재료가 골형성에 미치는 영향을 알아보기 위해 ELISA를 이용하여 $TGF{\beta}1$, OC를 측정하였고 ALP의 양도 측정하였다. 결과는 일원배치분산분석법으로 통계처리하였다. 그 결과, 재료에 부착이 일어난 세포의 수 항목과 OC 항목에서만 MTA와 DB간에 통계적으로 차이가 없었다. 다른 항목들에서는 모든 군 간에 통계적으로 유의한 차이가 있었다. DB가 MTA와 완전히 같은 세포반응을 보이지는 않았지만 부착이 일어난 세포의 수는 재료의 생체적합성을 나타내며 OC는 골형성 정도를 나타내므로 DB가 역충전 재료로 사용된다면 MTA와 유사한 결과를 보일 것으로 예측된다.

• 농업과학연구
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• 제25권2호
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• pp.260-270
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• 1998

본 연구는 합리적인 침하계측관리의 수립을 위하여 현재 시공중인 사업부지를 선정하여 연약지반에 성토시 안정성에 미치는 영향을 현장계측결과를 기초로 기존의 안정평가 방법등과 비교분석하여 성토에 따른 지반의 복합적인 거동을 구명하고 연약지반의 안정평가 기법을 제시하고자 한 것으로 연구결과를 요약하면 다음과 같다. 1. 물리적 성질이 심도별로 최대치를 나타내며 변곡점이 형성되는 부분에서 수평변위가 급증하여 위험가능성이 있으므로 안정관리분석시 기초자료로 이용할 수 있고, 수평변위량의 차가 가장 큰 부분에서 전단변형이 발생되었다. 2. 단계성토에 따른 계측자료를 이용하여 성토체의 안정성을 비교분석 한 결과, 파괴기준선을 초과하여 위험치에 접근하는 부분도 있었으나 성토체는 안정한 것으로 확인되어 안정관리상 파괴기준선으로 안정성을 판단하는 것보다는 곡선의 기울기로 판단하는 것이 합리적이라고 판단된다. 3. 처리지반에서의 수평변위와 상대침하량은 거의 같은 비율을 유지하면서 증가하며, 무처리 지반에서 Terzaghi 수정지지력을 사용할 경우의 전단변형은 성토하중과 비배수 전단강도와의 관계를 고려하고 안전율은 1.2보다 큰 값을 사용하여야 할 것으로 판단된다. 4. 과잉간극수압은 성토시공높이에 따라 상승되고 방치기간에 따라서 감소되며, 성토높이가 관리기준치를 초과하면 과잉간극수압은 급격하게 증가되어 불안정한 상태가 되고 과잉간극수압과 수평변위량의 움직임은 거의 일치하고 있으므로 성토의 시공속도를 조절하는데 판단기준으로 이용할 수 있다.

• 한국의류학회지
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• 제28권8호
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• pp.1057-1064
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• 2004

Silk, polyester, cotton, and wool fabrics were embroidered with varying stitch length of 3mm, 5mm, and 10mm to examine the difference in fabric shrinkage in terms of sewing direction, fabric thickness, cover factor, stitch length, and fiber type. Warp, filling, and bias direction of sewing resulted in no difference in fabric shrinkage. Within the samples with same stitch length, there was less fabric shrinkage in fabrics with higher fabric thickness or higher cover factor. There was larger shrinkage when sewn with longer stitch length. Comparing fabrics with different fiber types but similar fabric thickness, silk and polyester fabrics showed the smallest fabric shrinkage and wool fabrics showed the largest shrinkage. It is shown that similar fabric shrinkage between silk and polyester is due to the similarity in cover factor.