• Restorative Dentistry and Endodontics
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• 제8권1호
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• pp.161-166
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• 1982

The purpose of this study was to examine the influence of canal preparation on the property of apical seal. Seventy canals from extracted human maxillary and mandibular teeth were randomly selected and divided into two groups: conventional group and step-back group. Thirty five canals in one group were enlarged with a, conventional preparation method and thirty five canals in the other group were instrumented in a step-back method with K-file. After instrumentation sixty canals were obturated by lateral condensation of gutta percha and zinc oxide eugenol cement, and five canals in each group were not filled and used as control. All the specimens were immersed in 2% methylene blue dye solution and the depth of dye penetration into the canals were observed by macroscope at the intervals of 1 day, 2 days, and 7 days. The following results were obtained. 1. All the canals experimented showed varying degrees of dye penetration. 2. There was no significant difference between conventional method and step-back method in the depth of dye penetration and the degree of dye penetration tended to increase with time passage in both groups. 3, In conventional preparation group the mean dye penetration was 3.6mm at 1 day, 4.8mm at 2 days. and 6.5mm at 7 days. 4. In step-back prepareation group, the specimens exposed to the dye for 1 day showed mean dye penetration of 4.1mm, and the specimens immersed in the dye for 2 days and 7 days revealed mean dye penetration of 4.6mm and 6.2mm respectively.

• 대한방사선기술학회지:방사선기술과학
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• 제33권4호
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• pp.335-340
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• 2010

T형 금속판을 이용한 요골 원위부 골절 수술 후 나사못의 요골구 관통 유무를 확인하기 위한 요골구 촬영 방법을 알아보고자 하였다. Wrist CT 환자 51명의 3D 영상과 건조된 요골 표본 20본에서 요골구 각도를 분석하였고, 석고를 이용하여 요골 모형을 제작 한 다음 나사못이 요골구를 2.4 mm 관통 하도록 하고 요골구 원위부 거상 각도 및 외회전 각도를 0~30도까지 5도씩 변화시켜 X-선 영상으로 촬영하였다. 그 결과 요골구 각도는 Wrist CT 영상에서 평균 14.4도, 건조된 요골 표본에서 평균 16.3도였다. 요골 모형에서 요골구를 관통한 나사못의 길이는 거상 각도 및 외회전 각도에 따라 묘출 정도가 다름을 알 수 있었다. 결론적으로 T형 금속판을 이용한 요골 원위부 골절 수술 후 나사못의 요골구 관통을 알기 위한 접선방향촬영에서 요골 원위부 거상각은 $5^{\circ}$, 외회전 각은 $20^{\circ}$를 추천한다.

• Clinical and Experimental Reproductive Medicine
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• 제19권2호
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• pp.153-162
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• 1992

To solve the logistical problems of the sperm penetration assay (SPA) to provide just a sufficient number of hamster ova exactly when they are needed, a new method to cryopreserve the ova has been devised (1-step dehydration and 2-step thawing). After freezing & thawing of zona-intact (ZI) and zona-free (ZF) hamster ova according to this new method, the frozen-thawed ova were compared with fresh, control ova (FO) in terms of the degree of sperm penetration in SPA using semen samples from fertile donors, subfertile, and infertile male. Each sperm sample was capacitated for 42 hours inTEST-Yolk Buffer before insemination in SPA. In fertile doner, both the penetration rate and penetration index were lower in SPA using frozen ova (ZI; 92.4%, 6.2, ZF; 63.7%, 3.9) than those of SPA using fresh ova (99.3%, 8.4). There was a significant correlation between the penetration index of SPA using FO and ZI (p<0.001), and between those of SPA using FO and ZF and ova (p<0.001). In subfertile patient, both the penetration rate and penetration index were lowered in frozen ova (ZI; 62.3%, 1.3, ZF; 21.8%, 0.4) than those of fresh ova (74.8%, 1.8). There were significant correlation between the penetration rate and penetration index in ZI ova (p<0.05 and p<0.001, respectively). In infertile patient, both the penetration rate and penetration index were ZI; 3.1%, 0.0, ZF;0.0%, 0.0, respectively. There were significant correlation between the penetration rate and penetration index in ZI ova (p<0.05).

• 한국작물학회지
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• 제39권3호
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• pp.205-210
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• 1994

최근 담수직파 재배양식중 승용형 골뿌림 파종기를 이용하여 파종골을 작성, 이와 동시에 종자를 파종하고, 생육기간동안 골이 자연적으로 매몰됨으로서 도체가 지지력을 가져 직파재배시 단점중의 하나인 도복을 경감시킬 수 있다는데 근거를 두고 시험연구가 급속히 진행되고 있는 무논 골 뿌림 재배법 확립의 일환으로, 먼저 초기 입묘와 밀접한 관계가 있는 파종전 토양굳힘정도, 파종 골 깊이, 그리고 파종후 담수시기 구명을 위하여 시험한 결과는 아래와 같다. 1. 파종전 토양의 굳힘정도는 파종시 종자의 매몰정도, 파종후 담수시 종자 부유상태 및 생육기간동안 골 매몰로 인한 줄기매몰심도등을 고려할때 경운정지후 낙수하여 3일정도 굳힌상태 즉, 115g의 원추관입심이 6~7cm정도인 상태가 적절하였다. 2. 파종골 깊이별 최고 분얼기에 조사한 토양매몰정도는 4~6cm심도의 경우 3~4cm정도의 토양매몰이 이루어졌으며, 입묘율은 골 깊이가 깊을수록 떨어지는 경향이었다. 표면조파(0cm)의 경우 부묘가 발생되었으며, 골 깊이별 뿌리 분포비율은 파종심도가 낮을수록 표층의 뿌리 분포 비율이 높고, 도복정도 역시 8 정도로 매우 높아서, 줄기 매몰심도 및 도복정도 그리고 수량성으로 볼때 파종골 깊이는 4cm정도가 적당하였다. 3. 파종후 담수시기가 늦어질수록 입묘율이 떨어졌으며, $m^2$ 당수수의 확보 역시 적어서 담수시기는 파종직후 담수가 바람직 하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.720-728
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• 2009

This thesis is results of numerical analyses about test results of discharge capacity apparatus using penetration method. Applicability of numerical approach with FEM technique, using Cam-clay model, was confirmed by analyzing the results of standard consolidation test before analyzing test results of discharge capacity apparatus using penetration method. Thus, input parameters for the model was convinced to be appropriate. For numerical analyses about test results of discharge capacity apparatus using penetration method, identical initial and loading conditions during tests were applied to simulate test results correctly. Effects of ground disturbance resulted from installment of vertical drains on the behaviors of consolidation were also simulated. Applicability of numerical approach was investigated by comparing test results with numerical ones. As results of them, both of consolidation settlement were found to be in good agreements so that its applicability was confirmed. As results of numerical estimation, degree of consolidation with the condition of considering smear zone was found to be delayed, compared with results without smear zone. On the other hands, parametric numerical analyses of changing parameters related to smear zone such as permeability and size of smear zone and permeability of vertical drain were also carried out.

• 한국농공학회논문집
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• 제50권1호
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• pp.61-68
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• 2008

It is essential to analyze and classify the physical characteristics of weathered granite for engineering purposes. This paper is to suggest a physical method to determine the degree of weathering of weathered soils. A new classification method for determining the degree of weathering is suggested, based upon the results from laboratory tests including fall cone test. According to the proposed physical method using fall cone apparatus, the measured values of the samples from the same area show distinctive difference of weathering. The water content tends to increase with increasing the degree of weathering at the same penetration in fall cone test. And relationship between CWI and water content are expressed one equation in Hwaseong area and Ilsan area.

• Journal of the Korean Wood Science and Technology
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• 제46권3호
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• pp.253-259
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• 2018

ACQ 처리 목재에서 약제의 침투깊이를 확인하기 위하여 지금까지는 Cu 성분만을 대상으로 침윤도를 측정해 왔다. 본 연구에서는 Cu 이외에 ACQ의 유효성분 중에 하나인 DDAC의 침투깊이를 조사할 수 있는 DDAC 발색처리 방법을 개발하고 다음과 같은 결론을 얻었다. DDAC 성분은 2',7'-dichlorofluorescein 발색 지시약과 반응하여 진한 주황색으로 발색한다. 이와 같은 발색 반응은 DDAC 용액에서 뿐만 아니라 ACQ 처리 목재에서도 진행되어 DDAC가 침투되어 있는 목재 조직에서는 동일하게 주황색으로 발색한다. 본 연구를 통하여 개발된 DDAC 발색기술에 의하여 방부제 난주입성 수종인 가문비나무에서 Cu에 비하여 DDAC의 목재 침투성이 우수한 사실을 육안으로 확인할 수 있었으며, 다른 난주입성 수종에 대해서도 Cu와 DDAC의 침투성 차이를 조사할 필요가 있다.

• 한국방재학회 논문집
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• 제10권1호
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• pp.15-22
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• 2010

자연환경 중 다양한 형태로 존재하는 염화물은 콘크리트 구조물의 철근 부식을 야기하며 이에 따른 심각한 내구성 저하와 함께 구조물의 수명을 감소시킨다. 현재 콘크리트 중의 염화물 침투 특성을 규명하기위한 연구는 해안가 장기 폭로 시험과 전기화학적 촉진 시험에 의한 확산계수 평가 등에 의해 지속적인 발전을 이루어왔으나 콘크리트의 배합, 수화도, 고정화능력, 공극률의 재료적 특성을 고려한 이성적이며 포괄적인 염화물 침투 모델에 관한 연구는 부족한 실정이다. 따라서 본 연구에서는 실내 염화물 침지 실험을 통해 콘크리트의 염화물 고정화 특성을 파악하고 이를 고려한 염화물 침투 모델로서 비정상상태의 염화물 침투 해석과 함께 해양침지환경하의 철근콘크리트 구조물의 내구수명 예측을 시도하였으며 SHRP 기준과 20~40%의 내구수명의 차이를 보였다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.1434-1439
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• 2004

CFRP composite materials have wide application in structure materials of airplane, ships, and aero space vehicles because of their high strength and stiffness. This paper is to study the effects of curvature and orientation angle on the penetration characteristics of CFRP laminate shell. They are staked with 8 Ply specimens [0$_2$/90$_2$]$_{s}$, [0/90$_2$/0]$_{s}$ and the stacked of outer plates degree with 12 Ply specimens [0$_3$/90$_3$]$_{s}$, [0$_2$/90$_2$/0]$_{s}$ and [90$_3$/0$_3$], [90$_2$/0$_2$/90]S. They are manufactured to varied curvature radius (R=100,150,200mm and $\infty$). They are cured by heating to the appropriate harding temperature(13$0^{\circ}C$) by mean of a heater at the vaccum bag of the autoclave. Test specimens were prepared with dimensions 100mm$\times$140mm. When the specimen is subjected to transverse impact by a steel ball, the velocity of the steel ball was measured both before and after impact by determining the time for it to pass two ballistic-screen sensor located a known distance apart. In general, kinetic energy after impact-kinetic energy before impact rised in all specimens. This study observed a fracture mode inside the specimen after a penetration test using a digital camera and it examined a fracture mode and a penetration mode to stack of outer orientation angle and curvature.rvature.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 춘계학술대회 논문집
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• pp.451-458
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• 2001

The purpose of this study was to evaluate shear parameters on cutting slope of weathered granite soils by using small dynamic cone penetration test on the very moment of its cutting. The results were : On the relations among N$\_$c/, Li, and CEC, the condition of Li＞6%, CEC＞14(meq/100g) corresponds to that of N$\_$c/ values of 2∼30, and 3＜CEC＜14(meq/100g) to N$\_$c/=30∼50. Comparing the smallest penetration depth from two small dynamic cone penetration tests done at 5m below from the top of the slope on April 15th, October 31t. there was a l0cm difference. So we could find out the degree of weathering on the slope. And dividing the difference by 190 days (the whole testing time), we could know it's being weathered 0.052mm each day. The more N. value increases, the more shear parameters(internal friction angle ; $\phi$, cohesion : c) increase at a standard pressure($\sigma$＞32㎪). So the condition of N$\_$c/=2∼50 corresponds to that of $\phi$=27∼50, c=12∼49㎪. From the above testing results, the N$\_$c/ values more correspond to $\phi$ values than c values. In conclusion, this study suggests that on small dynamic cone penetration test a penetration boundary line of 5 centimeters is decided at around Li=4%, CEC=3(meq/100g) which is classified as a strong weathering soil. It also shows that as Li increases CEC increases as well, while N$\_$c/ decreases.