• 제목/요약/키워드: Soft Surface

검색결과 971건 처리시간 0.027초

다양한 접지면 형태에 따른 표면파 전파에 관한 기초연구 (A Study of the Surface Wave Propagation on the Various Types of Grounds)

  • 박민서;이정해
    • 한국전자파학회논문지
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    • 제26권10호
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    • pp.869-875
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    • 2015
  • 본 논문에서는 배열 안테나 설계 시 격리도의 문제를 야기시키는 표면파에 관한 기초적인 연구를 진행하였다. 마이크로스트립 패치 안테나의 표면파와 유사한 환경에서 모의실험을 진행하기 위해 접지된 유전체 평판(grounded dielectric slab) 모델을 사용하였으며, DGS, PMC, Soft 표면, Hard 표면 등 다양한 접지면 형태에 따른 표면파 전파에 대해 모의실험을 진행하였다. 모의실험 결과에 의하면 TM-wave 입사 시 DGS의 경우 25 % 정도의 전파 차단 효과가 나타났으며, PMC와 Soft 표면의 경우 95 % 이상의 전파를 차단하는 결과를 나타내었다. 이 연구는 격리도 향상을 통한 배열안테나의 이득 증대에 유용하게 사용될 것이다.

칼슘보강음료가 법랑질 재광화 효과에 미치는 영향 (Influence of soft drinks supplemented calcium to enamel remineralization)

  • 김민영;이혜진
    • 한국치위생학회지
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    • 제8권3호
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    • pp.13-22
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    • 2008
  • Objectives: The purpose of this study was to identify the correlation between calcium in soft drinks and enamel remineralization. Method: Six soft drinks were used in this study. These were calcium milk, normal milk, calcium yoghurt, normal yoghurt, calcium orange juice, and orange juice. Enamel specimens which 300- 400Vickers Hardness Number (VHN) were selected. These samples were immersed in each soft drink for 12 hours in an in vitro remineralization model. All specimens were processed for SEM image of the enamel surface. Results were analyzed by SPSS 13.0 package program. Results: Calcium milk was the most influential and normal yoghurt was the least to enamel surface. There was not significant difference according to calcium supplement in milk although the difference of enamel hardness was ${\Delta}f13.4$ in calcium milk, and ${\Delta}f4.7$ in normal milk (P>0.05). Other soft drinks showed a little change about calcium but they were insignificant. Demineralization effect was remarkably observed in calcium yoghurt ($-{\Delta}f269.1$) and this effect was confirmed by SEM images. In conclusion, calcium supplemented soft drinks had little influences to hardness of enamel surface.

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Reconstruction of the Soft Tissue Defect on Anteromedial Surface of the Leg Using Medial Hemisoleus Flap

  • Park, Il-Jung;Sur, Yoo-Joon;You, Sung-Lim
    • Archives of Reconstructive Microsurgery
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    • 제23권2호
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    • pp.76-81
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    • 2014
  • Purpose: Anteromedial surface of the leg is susceptible to trauma, which frequently induces soft tissue defect. When the size of a soft tissue defect is small to moderate, a local muscle flap is an easy and reliable alternative to a free flap. The authors performed medial hemisoleus flaps for reconstruction of soft tissue defects on the anteromedial surface of legs. The aim of this study was to evaluate clinical outcomes and effectiveness of the medial hemisoleus flap. Materials and Methods: Twelve patients underwent the medial hemisoleus flap for reconstruction of a soft tissue defect on the anteromedial surface of the leg from February 2009 to December 2013. There were eight males and four females with a mean age of 47.8 years (15 to 69 years). The mean size of defects was $4.7{\times}4.2cm$ ($2{\times}2$ to $9{\times}6cm$). Flap survival and postoperative complications were evaluated. Results: Mean follow-up period was 39.6 months (7 to 64 months) and all flaps survived. There were two cases of negligible necrosis of distal margin of the flap, which were healed after debridement. All patients were capable of full weight bearing ambulation at the last follow-up. Conclusion: The medial hemisoleus flap is a simple, reliable procedure for treatment of a small to moderate sized soft tissue defect on the anteromedial surface of the leg.

탄성 의치상 이장재의 표면 특성 및 적합도에 관한 비교 실험 연구 (A COMPARATIVE EXPERIMENTAL STUDY ON THE SURFACE CHARACTERISTICS AND THE FITTNESS OF THE RESILIENT DENTURE LINES)

  • 이수백;윤창근
    • 대한치과보철학회지
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    • 제25권1호
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    • pp.137-154
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    • 1987
  • The purpose of this investigation was to determine the surface characteristics and the fittness of the resilienct denture lines. Firstly, 50 samples ($2.0{\times}4.0{\times}0.3cm$) of 4 resilient lining materials (Molloplast B, Coe Super Soft, Mollosil, Coe Soft) and one conventional acrylic resin (K-33) were processed according to manufacture's direction and examined the surface characteristics by use of surface profilometer and scanning electron microscopy. Secondly, 50 identical maxillary casts were made and 50 denture bases were pro cessed of 4 resilient liners and one conventional acrylic resin and they were stored in the room temperature water bath of 1 day, 1 week, 2 weeks, 3 weeks, 4 weeks and 6 weeks after processing. The original casts were cut away 1 cm from the posterior border, the dentures were seated, and the existing space was measured at seven regions according to the storage time by use of the modified thickness guage. The results were as follows. 1. Surface roughness (Rz) were $4.00{\pm}1.60{\mu}m$ in Mollosil, $4.47{\pm}2.21{\mu}m$ in Molloplast B, $7.46{\pm}1.70{\mu}m$ in Coe Super Soft, $12.70{\pm}2.39{\mu}m$ in Coe Soft and $13.03{\pm}2.74{\mu}m$ in K-33. 2. The generation of porosity was far more active in cold-cured resilient liners (Coe Soft and Mollosil) than in heat cured resilient liners (Molloplast B, and Coe Super Soft) and conventional heat cured resin (K-33). 3. Denture bases showed the greatest discrepancy at the central portion of the posterior palatal border and the intimate contact in the buccal flange regardless of denture base materials. 4. When the denture bases were stored in the water for 1 day and 6 weeks after processing, the sum of average discrepancies in the seven regions of the denture base was the greatest in K-33 followed by Molloplast B, Mollosil, Coe Soft and Coe Super Soft but followed by Coe Soft, Molloplast B, Mollosil, Coe Super Soft in that order respectively. 5. There was not a significant difference (p>0.05) in Coe Super Soft, K-33 but there was a significant difference (P<0.01) in Molloplast B, Mollosil, Coe Soft at the amount of dimensional changes according to the storage time.

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표층보강 초연약지반 거동의 예측 방법 개발 (Development of Prediction Method for Behavior of Reinforced Very Soft Clay)

  • 이종선;이철호;유승경;최항석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.482-491
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    • 2009
  • In this study, the mechanical behavior of very soft ground that is reinforced on the surface has been investigated with the aid of a series of numerical analyses. Key material properties of each dredged soft ground, reinforcement and backfill sand mat have been parametrically estimated in the numerical analysis. Along with the result of the study previously performed, a series of in-situ loading conditions and settlement exerted by surface reinforcing operation by construction vehicles has been numerically simulated. These result have been used to evaluate the limit bearing capacity for the unreinforced and reinforced soft ground. Also, the results of the numerical analysis obtained in this research were compared with Yamanouchi's empirical correlation for the limit bearing capacity. Engineering charts listed in this paper for estimating the limit bearing capacity provide field engineers with preliminary design tool for surface reinforcement of very soft ground.

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연약지반 개량시 지오그리드 보강효과에 관한 실험적 연구 (Experimental Study on the Reinforcement Effect of Geogrid in Soft Ground Improvement)

  • 함현수;이상덕
    • 한국지반신소재학회논문집
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    • 제17권2호
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    • pp.1-7
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    • 2018
  • 해안지대나 습지와 같은 연약지반에 도로나 철도 건설이 빈번해지면서 이를 위한 연약지반 개량 사례가 증가하고 있다. 일반적으로 연약지반 개량시 작업조건만을 고려하거나 경제성만을 고려한 공법은 다수 존재하나 작업조건과 경제성을 함께 고려할 경우 적용 가능한 공법은 제한적이다. 이러한 경우 표층부와 심층부를 병용하여 개량하는 공법이 적용되어지는데, 이에 대한 기초적인 연구가 부족한 현실이다. 따라서, 본 연구에서는 연약지반에서 표층부 개량과 심층부 개량을 병용하는 경우에 대해 모형시험을 수행하여 지오그리드 보강 효과를 확인하고자 하였으며, 이때 표층부의 두께, 심층부 개량체의 직경 및 길이가 지오그리드 보강 효과에 미치는 영향을 파악하고자 하였다. 그 결과 표층부의 두께가 심층부의 직경보다 보강효과가 크다는 것을 확인하였고, 또한 표층부를 지오그리드로 보강한 경우 표층부의 강도가 증진되어 침하량이 저감됨을 확인하였다.

초연약 해성점토의 표층고화처리를 위한 최적배합에 관한 연구 (A Study on the Optimal Mixture Ratio for Stabilization of Surface Layer on Ultra-soft Marine Clay)

  • 천병식;고경환;김진춘;한유찬;문성우
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.731-738
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    • 2002
  • Recently, as large constructions on the coast are performed frequently, surface layer stabilization method which Is one of the improvement methods for dredged soft clay has been applied. However, there have been few studies about the surface layer stabilization method. The purpose of this study is to clarify characteristics of ultra-soft marine clay and hardening agent. Also, optimal mixture ratio of hardening agent was verified through the laboratory tests such as statistical analysis and pilot tests. Laboratory tests were performed with proper hardening agent and test soil and standard mixing tables of hardening agent were determined according to ground conditions through statistical analysis. Also, applicability of surface layer stabilization method to field was verified by pilot tests. From the results of the tests, it was found that hardening agent materials such as cement, slag, fly-ash, inorganic salts, arwin, gypsum etc. affect on the appearing compressive strength. It was defined optimal mixture ratio which satisfies the required compressive strength from the statistical analysis. Also, It was compared the effect of ground improvement by cements and hardening agents through the pilot tests. This study will serve as data for design or construction criteria of stabilization of surface layer on ultra-soft marine clay.

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격리도 향상을 통한 배열안테나의 성능개선 연구 (Study on Improvement of the Array Antenna Performance by Isolation Enhancement)

  • 박민서;이재곤;이정해
    • 한국전자파학회논문지
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    • 제27권3호
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    • pp.229-238
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    • 2016
  • 본 논문에서는 배열안테나의 성능개선의 한 방법으로 표면파제어를 통한 격리도 개선에 관한 연구를 진행하였다. 배열의 소자 간 격리도 개선을 위해 Perfect Magnetic Conductor(PMC)와 SOFT-표면을 도입하였으며, 접지면의 중앙부에 이들을 삽입하여 모의실험을 진행함으로써 격리도 변화와 성능개선 유무를 알아보았다. 모의실험 결과, E-plane 배열에서 PMC와 SOFT-표면 모두 최대 40 dB 이상의 격리도 향상과 더불어 최대 2.2 dBi 정도의 이득 개선을 확인하였으며, H-plane 배열의 경우, 표면파 전파를 통한 상호결합보다 공기 중의 field를 통한 상호결합이 보다 크게 작용하는 것을 확인하였다. 이 연구는 향후 소형 배열안테나 개발 및 배열안테나의 성능개선 등에 유용하게 사용될 것이다.

Electrochemical modification of the porosity and zeta potential of montmorillonitic soft rock

  • Wang, Dong;Kang, Tianhe;Han, Wenmei;Liu, Zhiping;Chai, Zhaoyun
    • Geomechanics and Engineering
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    • 제2권3호
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    • pp.191-202
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    • 2010
  • The porosity (including the specific surface area and pore volume-diameter distribution) of montmorillonitic soft rock (MSR) was studied experimentally with an electrochemical treatment, based on which the change in porosity was further analyzed from the perspective of its electrokinetic potential (${\zeta}$ potential) and the isoelectric point of the electric double layer on the surface of the soft rock particles. The variation between the ${\zeta}$ potential and porosity was summarized, and used to demonstrate that the properties of softening, degradation in water, swelling, and disintegration of MSR can be modified by electrochemical treatment. The following conclusions were drawn. The specific surface area and total pore volume decreased, whereas the average pore diameter increased after electrochemical modification. The reduction in the specific surface area indicates a reduction in the dispersibility and swelling-shrinking of the clay minerals. After modification, the ${\zeta}$ potential of the soft rock was positive in the anodic zone, there was no isoelectric point, and the rock had lost its properties of softening, degradation in water, swelling, and disintegration. The ${\zeta}$ potential increased in the intermediate and cathodic zones, the isoelectric point was reduced or unchanged, and the rock properties are reduced. When the ${\zeta}$ potential is increased, the specific surface area and the total pore volume were reduced according to the negative exponent law, and the average pore diameter increased according to the exponent law.

Characteristics of failure surfaces induced by embankments on soft ground

  • Hong, Eun-Soo;Song, Ki-Il;Yoon, Yeo-Won;Hu, Jong-Wan
    • Geomechanics and Engineering
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    • 제6권1호
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    • pp.17-31
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    • 2014
  • This paper investigates the development of failure surfaces induced by an embankment on soft marine clay deposits and the characteristics of such surfaces through numerical simulations and its comparative study with monitoring results. It is well known that the factor of safety of embankment slopes is closely related to the vertical loading, including the height of the embankment. That is, an increase in the embankment height reduces the factor of safety. However, few studies have examined the relationship between the lateral movement of soft soil beneath the embankment and the factor of safety. In addition, no study has investigated the distribution of the pore pressure coefficient B value along the failure surface. This paper conducts a continuum analysis using finite difference methods to characterize the development of failure surfaces during embankment construction on soft marine clay deposits. The results of the continuum analysis for failure surfaces, stress, displacement, and the factor of safety can be used for the management of embankment construction. In failure mechanism, it has been validated that a large shear displacement causes change of stress and pore pressure along the failure surface. In addition, the pore pressure coefficient B value decreases along the failure surface as the embankment height increases. This means that the rate of change in stress is higher than that in pore pressure.