• 제목/요약/키워드: Soft-Tip

검색결과 143건 처리시간 0.023초

아르곤 레이저의 소아치과에서의 임상적 적용 (CLINICAL APPLICATION OF ARGON LASER IN PEDIATRIC DENTISTRY)

  • 이미나;이상훈;김종철
    • 대한소아치과학회지
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    • 제24권1호
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    • pp.139-147
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    • 1997
  • Argon laser used in this case report, is special in having two wavelength of 488, 514nm blue-green visible light spectrum. Blue light is used for composite resin polymerization and caries detection. Green light is used for soft tissue surgery and coagulation. Maximum absorption of this laser light occurs in red pigmentation such as hemoglobin. The argon laser may be well-suited for selective destruction of blood clots and hemangioma with minimal damage to adjacent tissues. Argon laser light penetrates tissue to the 1 mm depth, so its thermal intensity is lower than $CO_2$ laser light. Also, due to its short wavelength it can be focused in a small spot and even single gene can be excised by this laser and microscopy. After applicating argon laser to 4 patient for surgical procedure and to 1 patient for curing the composite resin, following results were obtained. 1. Improved visibility were gained due to hemostasis and no specific technique were needed according to easy recontouring of the tissue. 2. Ability to use by contact mode, tactile sense was superior but tissue dragability and accumulation of tissue on the tip needed sweeping motion. 3. Additive local anesthetic procedure was needed. 4. No suture and less curing time reduced chair time, this made argon laser available in pediatric dentistry.

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Orientation Dependent Directed Etching of Aluminum

  • Lee, Dong Nyung;Seo, Jong Hyun
    • Corrosion Science and Technology
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    • 제8권3호
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    • pp.93-102
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    • 2009
  • The direct-current electroetching of high purity aluminum in hot aqueous-chloride solution produces a high density of micrometer-wide tunnels whose walls are made up of the {100} planes and penetrate aluminum in the <100> directions at rates of micrometer per second. In the process of the alternating-current pitting of aluminum, cathodic polarization plays an important role in the nucleation and growth of the pits during the subsequent polarization. The direct-current tunnel etching and alternating-current etching of aluminum are basically related to the formation of poorly crystallized or amorphous passive films. If the passive film forms on the wall, a natural misfit exists between the film and the aluminum substrate, which in turn gives rise to stress in both the film and the substrate. Even though the amorphous films do not have directed properties, their stresses are influenced by the substrate orientation. The films on elastically soft substrate are likely to be less stressed and more stable than those on elastically hard substrate. The hardest and softest planes of aluminum are the {111} and {100} planes, respectively. Therefore, the films on the {111} substrates are most likely to be attacked, and those on the {100} substrates are least likely to be attacked. For the tunnel etching, it follows that the tunnel walls tend to consist of the {100} planes. Meanwhile, the tunnel tip, where active corrosion takes place, tend to be made of four closely packed {111} planes in order to minimize the surface energy, which gives rise to the <100> tunnel etching.

Functional Reconstruction of a Combined Tendocutaneous Defect of the Achilles Using a Segmental Rectus Femoris Myofascial Construct: A Viable Alternative

  • DeFazio, Michael Vincent;Han, Kevin Dong;Evans, Karen Kim
    • Archives of Plastic Surgery
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    • 제41권3호
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    • pp.285-289
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    • 2014
  • The composite anterolateral thigh flap with vascularized fascia lata has emerged as a workhorse at our institution for complex Achilles defects requiring both tendon and soft tissue reconstruction. Safe elevation of this flap, however, is occasionally challenged by absent or inadequate perforators supplying the anterolateral thigh. When discovered intraoperatively, alternative options derived from the same vascular network can be pursued. We present the case of a 74-year-old male who underwent composite Achilles defect reconstruction using a segmental rectus femoris myofascial free flap. Following graduated rehabilitation, postoperatively, the patient resumed full activity and was able to ambulate on his tip-toes. At 1-year follow-up, active total range of motion of the reconstructed ankle exceeded 85% of the unaffected side, and donor site morbidity was negligible. American Orthopaedic Foot and Ankle Society and Short Form-36 scores improved by 78.8% and 28.8%, respectively, compared to preoperative baseline assessments. Based on our findings, we advocate for use of the combined rectus femoris myofascial free flap as a rescue option for reconstructing composite Achilles tendon/posterior leg defects in the setting of inadequate anterolateral thigh perforators. To our knowledge, this is the first report to describe use of this flap for such an indication.

유한차분법을 이용한 말뚝의 하중전이특성 및 해석기법 (Analytical Technique and Load Transfer Features on Pile Using Finite Difference Method)

  • 한중근;이재호
    • 한국환경복원기술학회지
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    • 제9권5호
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    • pp.10-21
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    • 2006
  • For analyze of the bearing capacity, skin friction and settlements of pile on axial compressive loading, both Load transfer tests of pile and pile loading test in field have application to commonly before pile installing. A bearing capacity of pile was affected by the characteristics of surrounding ground of pile. Especially, that is very different because of evaluation of settlement due to each soil conditions of ground depths. The ground characteristics using evaluation of bearing capacity of pile through load transfer analysis depends on N values of SPT, and then a bearing capacity of pile installed soft ground and refilled area may be difficult to rational evaluation. An evaluation of bearing capacity on pile applied axial compressive loading was effected by strength of ground installed pile, unconfined compressive strength at pile tip, pile diameter, rough of excavated surface, confining pressure and deformation modules of rock etc and these are commonly including the unreliability due to slime occurred excavation works. Load transfer characteristics considered ground conditions take charge of load transfer of large diameter pile was investigated through case study applied load transfer tests. To these, matrix analytical technique of load transfer using finite differential equation developed and compared with the results of pile load test.

탄발음 견갑골의 한 요인으로서 탄성섬유종 - 1예 보고 - (Elastofibroma Dorsi as a Cause of Snapping Scapula - A Case Report -)

  • 황인환;김종우;오성균;박형빈
    • Clinics in Shoulder and Elbow
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    • 제8권2호
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    • pp.154-157
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    • 2005
  • Elastofibroma dorsi is a benign soft tissue mass, not well-known because of its low incidence, and usually located between the chest wall and the inferomedial aspect of the scapula. This lesion is not true neoplasm but rather reactive hyperplasia of elastic fibers. It is mostly nontender mass, but occasionally causes snapping symptom. This tumor should be considered as a differential diagnosis of snapping scapula. The clinical diagnosis is made by magnetic resonance imaging and confirmed by pathologic findings. We present a case report of a female with elastofibroma dorsi, who had that the chief complaint was snapping scapula and palpable mass. We emphasize that snapping lesions located deep beneath the inferior tip of the scapula on the chest wall should arouse suspicion of an elastofibroma dorsi.

연약 점성토의 시료채취방법에 따른 시료교란도의 영향에 관한 연구 (A Study on the Disturbance Effects with Sampling Methods of Soft Clay)

  • 박춘식;장정욱;김종환
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.577-584
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    • 2002
  • We have employed two methods to remove slime at the end of the sampler in clay layers. The first method is a sampling process that harnesses low pressure to clean up the ground around the sampler tip. The second method, in consideration of a disturbed layer, involves a technique of inserting the sampler 50 cm deep into the ground before cleaning up the verge of the sampler by using high pressure. Physical and mechanical properties of these two methods have been compared and analyzed to investigate how different sampling methods affect degree of disturbance. The first method shows little disturbance since the unconfined compression test results in quite greater E$\_$50//q$\_$u/ in the first method than in the second method. On the other hand, the consolidation test results in a slightly greater compression index in the second method than in the first method, when their indexes are compared in the same depth. This suggests that the second method demonstrates less disturbance than the first method does. It is assumed that the second method may reduce disturbance slightly, However, we suspect that choosing any of the two methods would not obtain a considerable difference in sampling.

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Polymer Base Bored Pile in Bangkok Subsoils

  • Teparaksa, Wanchai
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.407-426
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    • 2008
  • The bentonite slurry has been used as the stabilize suspension for wet process bored pile construction in Thailand. The bentonite suspension has benefit on filtration in the sand layer, but it creates thick cake film along pile shaft and loose sedimentation at pile toe. The base grouting technique was widely used to rectify the soft base or loose sedimentation problem of bored pile. The base grouting technique was not increased only end bearing capacity, but was also more increase in skin friction capacity of the bored piles. The comprehensive researches on base grouting was carried out by installing PVC casing inside the shaft to allow the drilling through the pile base in order to collect the soil sample below the pile tip. The polymer based slurry recently was used to replace the bentonite slurry to overcome the thick cake film along pile shaft as well as loose sedimentation at pile toe. The extent research on polymer slurry by physical model was performed to verify the real behavior of polymer. The appropriate mixing ratio of polymer was proposed. The design skin friction coefficient, $\beta$ and end bearing coefficient, Nq, for sand layer base on fully instrumented tested pile were proposed. The application on remedial of the lose capacity bored pile with large displacement in Bangladesh was proposed and discussed.

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흥미있는 이물례 (Interesting Foreign Bodies)

  • 박옥희;김기주;김호성;조중환
    • 대한기관식도과학회:학술대회논문집
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    • 대한기관식도과학회 1981년도 제15차 학술대회연제순서 및 초록
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    • pp.5.1-5
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    • 1981
  • 흥미있는 이물 5례를 치험하였기에 보고하는 바이다. 증례 1 : 7세남아에세 Tracheostomy outer cannula관이 삭아 부러져서 Rt. main bronchus례 들어있었던 예. 증례 2 : 51세 남자 trachea에 걸쳐 있었던 한의 침구용 침. 증례 3 : 10개월 여아의 식도제이협착부에, 입밖까지 실 달린채로 걸려 있었던 낚시 바늘. 증례 4 : 16세 남자의 식도제삼협착부에 끝(첨단)이 위로 향해 열려있었던 안전 pin. 증례 5 : 20세남자에서 큰 엽총총알이 Rt. mastoid process 밑을 통하여 Rt. mastoid process와 foramen magnum(skull babe) 중간점에 있는 것을 관혈적으로 제거하였다.

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국내 연약지반의 선행압밀하중 추정을 위한 피에조콘 인공신경망 모델 (Piezocone Neural Network Model for Estimation of Preconsolidation Pressure of Korean Soft Soils)

  • 김영상
    • 한국지반공학회논문집
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    • 제20권8호
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    • pp.77-87
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    • 2004
  • 본 논문에서는 국내 서남해안 11개 지역에서 수행된 63회의 피에조콘 시험결과와 176개의 선행압밀하중 자료로부터 국내 연약지반의 선행압밀하중 예측을 위한 오차 역전파 알고리즘으로 학습된 피에조콘 인공신경망 모델을 구축하였다. 전체 자료 중 147개의 자료만이 인공신경망 모델 구축을 위한 학습과정에 사용되었으며 학습에 사용되지 않은 29개의 자료를 구축된 인공신경망의 검증에 활용하였다. 또한 기존의 경험모델 및 이론모델과 비교하여 제안된 인공신경망 모델의 유용성을 확인하였다. 연구를 통하여 4-4-9-1의 구조를 갖는 간단한 다층 인공신경망이 구축되었으며 입력값으로는 피에조콘 선단저항력 $q_T$, 관입간극수압 $u_2$그리고 지반의 총상재하중 $\sigma_{vo}$ 및 유효상재하중 $\sigma'_{vo}$ 이 사용되었다. 제안된 인공신경망 모델은 학습되지 않은 새로운 검증자료에 대한 예측을 통하여 입력변수들과 선행압밀 하중 간의 비선형적 상관관계를 성공적으로 모델하는 것으로 검증되었으며 정확성면에서는 기존의 이론모델과 국내외 경험모델과 비교할 때 월등히 향상된 예측능력을 가진 것으로 나타났다. 뿐만 아니라 제안된 모델은 국내 특정지 역에 대한 모델이 아니라 서남해안의 다양한 지반특성을 갖는 지반에서 수행된 자료를 바탕으로 구축되어 데이터베이스에 포함되지 않은 지역에 대하여도 매우 타당성있는 예측결과를 주어 특정지역에 국한된 지역의존적 예측이 아닌 일반화된 지역에서 적용할 수 있을 것으로 판단된다.

재료에 따른 다짐말뚝 구근 형성 메커니즘 (Mechanism on Bulb Formation of Compaction Pile Depending on Materials)

  • 최정호;이민지;;박성진;추연욱;김일곤;김병규
    • 한국지반공학회논문집
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    • 제38권7호
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    • pp.25-37
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    • 2022
  • 본 논문에서는 연약지반개량을 위해 활용되고 있는 모래다짐말뚝 공법의 개선을 위해 개발된 입도조정골재 다짐말뚝의 구근 형성 및 품질을 평가하고자 다짐말뚝 시공을 모사하는 축소모형실험 시스템을 개발하고 일련의 실험을 수행하였다. 현재 모래다짐말뚝 공법의 경우 모래의 공급 부족으로 인해 경제성이 하락하였고, 쇄석다짐말뚝 공법은 해상 초연약점토지반에 시공 시 구근의 팽창 파괴로 인한 불균일한 구근과 퍼짐 현상 발생으로 해상 연약지반 적용에 한계가 있어왔다. 구근의 균일한 형성은 다짐말뚝의 지지력에 큰 영향을 미치나, 현재까지 구근 형성에 대한 연구사례는 전무하다. 따라서, 본 연구에서는 다짐말뚝 구근이 시공되는 절차를 모사하여 구근 형성 메커니즘을 규명하고, 기존 다짐말뚝 공법을 개선하는 입도조정골재의 품질 평가를 목표로 하였다. 본 연구에서는 다짐말뚝 재료와 지반 강도를 매개변수로 하여 4차례 실험을 수행하였다. 다짐말뚝 재료는 입도조정골재와 모래를 비교·분석하였다. 실험결과, 입도조정골재 다짐말뚝의 구근은 모래다짐말뚝과 유사한 품질로 나타났으며, 입도조정골재 다짐말뚝의 지지력이 모래다짐말뚝 보다 향상되는 것을 확인하였다.