• Title/Summary/Keyword: nails

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Influence of Earlywood, Latewood, and Nail Driving Position on Nail Withdrawal Load Behavior

  • Cha, Jae-Kyung
    • Journal of the Korean Wood Science and Technology
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    • v.26 no.2
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    • pp.1-5
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    • 1998
  • Nail withdrawal tests were conducted on clear wood of radiata pine. Nails were driven into the earlywood and latewood zones of each specimen, and nail withdrawal tests were then performed. Nail withdrawal loads were strongly dependent on earlywood and latewood and on nail position. The average load values for nail withdrawal in both the tangential and longitudinal directions were higher for latewood than for earlywood. Linear and nonlinear regression analyses of nail withdrawal load with specific gravity showed no discernible differences. Good correlations were obtained between nail withdrawal load and specific gravity.

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Some Questions Related to The Design of Soil Nails (쏘일네일설계시 관련되는 몇가지 중요한 문제점 연구)

  • Chang, Ki-tae;G. W. E. Milligan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11b
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    • pp.243-248
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    • 2000
  • 현재로서는 인발저항 메카니즘에 많은 불확실성들 즉, 구속된조건에서의 다일레이션, 인발저항영역, Transition zone의 존재, Debonding 메카니즘, Boundary condition등 이 내포되어있어, 아직까지 확립된 이론이 존재하지 않는다. 인발저항력 추정을 위해 그 동안 수많은 시도와 노력이 있었음에도 불구하고, 현장 인발시험이 현재 지반설계에 가장 적합한 방법으로 지금까지 통용되고 있는 실정이다. 쏘일네일설계시 요구되는 몇가지 중요한 문제들을 제기하고 그에 대한 나름대로의 해석과 결론을 제시하였다.

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Some Questions Related to The Design of Soil Nails (쏘일네일 설계시 관련되는 문제점 연구)

  • Chang, Ki-Tae;Milligan, G.W.E.
    • Journal of the Korean Geophysical Society
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    • v.8 no.4
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    • pp.195-199
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    • 2005
  • 현재로서는 인발저항 메카니즘에 많은 불확실성들 즉, 구속된 조건에서의 다일레이션, 인발저항영역, Transition zone의 존재, Debonding 메카니즘, Boundary condition등 이 내포되어있어, 아직까지 확립된 이론이 존재하지 않는다. 인발저항력 추정을 위해 그 동안 수많은 시도와 노력이 있었음에도 불구하고, 현장 인발시험이 현재 지반설계에 가장 적합한 방법으로 지금까지 통용되고 있는 실정이다. 쏘일네일설계시 요구되는 몇가지 중요한 문제들을 제기하고 그에 대한 나름대로의 해석과 결론을 제시하였다.

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Microstructure investigation of iron artifacts excavated from No. 3 tomb of Bogam-ri in Naju City, Chollanam-do Province (나주 복암리 3호분 출토 철제유물의 금속학적 조사)

  • Yu, Jae-Eun;Go, Hyeoung-Sun;Hwong, Jin-Ju
    • 보존과학연구
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    • s.22
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    • pp.115-132
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    • 2001
  • No. 3 Tomb of Bogam-ri, in Naju City, Chollanam-do Province, was a site excavated and inspected from 1996 to 1998 and had a various grave forms, including jar-coffins, stone-chambers and stone-cists. Although most of the metal artifacts excavated from it were severely corroded, we could implement microstructure investigation by collecting samples from the iron axes, iron coffin-nails and iron clamps in which the metal parts were remained. The metal structures were inspected by using metallographic microscope and SEM, and fine components analysis was implemented by ICP. To examine the hardness differences in accordance with the structure distribution, we measured the hardness by structures with Vickers hardness testing machine. As a result of the metal structure inspection, most of them were pure iron, ferrite, and also pearlite, cementite and widmannstaten structures were displayed. We could confirm carbonization was formed on the surface of the iron axes-B, iron coffin-nails-B, and iron clamps-A. There was no carbonization in the rest of the artifacts, and it is not certain that whether the carbonized parts were peeled off through extreme corrosion or they were not carbonized when they were made. In the particular part of a blade, the quality of the material was strengthened through processing. Due to the processing re-grain was caused and fine grain particles were formed. As a result of the ICP component analysis, there were no addition atoms because pure irons were used as materials. In the mean time, No. 17 jar-coffin where the iron axes-A are excavated, is chronologically ordered as from the late-fourth century to the mid-fifth century, and No. 1 and No. 2 stone chambers, where the rest of the artifacts were excavated, as the early-sixth century. It was difficult to relate the periodic differences with the manufacture technique artifacts which we inspected because there were no distinct characteristics of the manufacture technique of the metal structures and it is impossible to conclude the artifacts and sites are at the same period although their periods are different.

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Survey on the Use and Awareness of Nail Convergent Strengtheners (네일 융복합보강제의 사용실태 및 인식도 조사)

  • Kim, Mi-Won;Back, Dae-Jin
    • Journal of Digital Convergence
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    • v.13 no.8
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    • pp.535-542
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    • 2015
  • As the nail industry has grown, concerns on damages to natural nails due to nail services and interests on nail products have been increased. This study is on nail convergent strengtheners which reduce damages on natural nails, and especially focused on the use and awareness of nail strengtheners by nail technicians. First, documentary research on previous studies was conducted to define nail services, nail damages, and nail strengtheners. Preliminary survey and main survey was conducted by KSDC on-line survey tool and the result was analyzed by frequency analysis, cross analysis, and correlation analysis by KSDC advanced statistical program. As a result, nail technicians have the high level of awareness on characteristics, effects, how to use, and application process of nail strengtheners. Nail technicians are the mid level of awareness on the ingredients of nail strengtheners.

Development of a Computer Program to Analyze Stability of Slopes Reinforced by the Earth Retention System (활동억지시스템으로 보강된 사면의 안정해석 프로그램 개발)

  • Hong Won-Pyo;Song Young-Suk
    • The Journal of Engineering Geology
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    • v.16 no.1 s.47
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    • pp.45-58
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    • 2006
  • A new computer program SLOPILE(Ver 3.0) is developed to analyze stability of slopes containing an earth retention system composing of piles, nails and anchors. SLOPILE(Ver 3.0) can calculate the slope stability for both planar failure surfaces in infinite slopes and arc failure surfaces. In order to investigate a design adaptability of SLOPILE(Ver 3.0), analysis results of TALREN and SLOPE/W programs are compared with that of SLOPILE(Ver 3.0). SLOPILE(Ver 3.0) can calculate the slopes reinforced by earth retention system such as piles, nails and anchors. But, TALREN and SLOPE/W can not calculate the slope reinforced by piles. As a analysis result of the example case, SLOPILE(Ver 3.0) is accuracy and suitable program for the stability analysis of slopes reinforced by earth retention system. Therefore, SLOPILE(Ver 3.0) is the most suitable program to analyze the slope reinforced by the earth retention system.

The Effect of Disinfection and the MRSA Isolation from Hand Disinfectant in ICU Nurses (중환자실 간호사들의 손 소독제에 따른 소독효과 및 MRSA 분리)

  • Park, Sun-Nam;Rhyu, Kyung-Hwa;Jeong, Jeong-Im;Park, Ok-Soon
    • Journal of Korean Academy of Fundamentals of Nursing
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    • v.13 no.3
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    • pp.359-367
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    • 2006
  • Purpose: This study was a within subject repeated pretest-posttest design done to compare the effect of disinfection and the degree of MRSA(Methicillin- resistant staphylococcus aureus) isolation from hand disinfectant in ICU nurses. Method: Out of the total internal medicine/surgery ICU nurses at a university hospital in Seoul, 29 female nurses who were participating in direct patient care were participants in this study. After collection of samples, Staphylococcus aureus and MRSA were isolated from the palms, nails and nasal cavities of the nurses according to disinfectants (soap and beta-scrub). Results: The effect of disinfection was greater in the beta-scrub group than in the soap group, and the effect of disinfection on palms was higher in the beta-scrub group than in the soap group. As for the degree of MRSA isolation, there was more isolation in palms in the soap group than in the beta-scrub group but there was no difference in the degree of MRSA isolation from the hand disinfectant in nails and nasal cavities. Conclusion: Beta-scrub showed a superior prolonged effect against transient bacteria compared with soap. Further, to reduce MRSA infection, we recommend interventions focused on these aspects.

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Numerical Analysis on the Behavior of a Slope with Upward Drainable Soil Nails during Rainfall (수치해석을 통한 상향식 배수겸용 쏘일네일링에 대한 강우모형사면 거동 연구)

  • Kim, Young-Nam;Lee, Choul-Kyu;Lee, Kang-Il
    • Journal of the Korean Geosynthetics Society
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    • v.13 no.1
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    • pp.11-22
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    • 2014
  • In this study, numerical analyses and model tests were conducted to figure out the behavior of a slope reinforced by upward drainable soil nails during rainfall. The model tests were carried out on both reinforced and unreinforced slopes. To verify the results of the tests, seepage analyses were performed and compared with the test results using a commercial program, SEEP/W. The results showed that the numerical analyses have in overall a good agreement with the experiments in the variations of ground water level and pore water pressure even though there is some time delay for the experiment before the changes in the ground water level and pore water pressure after rainfall are observed, while the numerical analyses not.

A Case of Yellow Nail Syndrome Manifesting as Chronic Recurrent Pleural Effusion (만성 흉수로 내원하여 황색 조갑 증후군(Yellow Nail Syndrome)으로 진단된 1예)

  • Noh, Se Hui;Park, Gyung-Min;Chun, Yoon Hee;Kim, Sun Young;Roh, Jae Hyung;Park, Tai Sun;Kim, Woo Sung
    • Tuberculosis and Respiratory Diseases
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    • v.67 no.6
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    • pp.565-568
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    • 2009
  • Yellow nail syndrome is a rare cause of pleural effusions. This syndrome is characterized by yellow discoloration of nails, lymphedema, and respiratory disorders, including pleural effusion, chronic bronchitis, bronchiectasis, and chronic sinusitis. The etiology of this syndrome is obscure, but the pathogenesis seems to be related with impaired lymphatic drainage. We report a case of yellow nail syndrome in a 70-year-old female with the typical clinical findings (yellow discoloration of nails, lymphedema, and chronic pleural effusion) of this disorder and with proven lymphatic obstruction on lymphoscintigraphy.

Assessment of Applicability of Pretentioned Soil-Nail Systems with in-situ monitoring (현장 계측을 통한 프리텐션 쏘일네일링 시스템의 적용성 평가)

  • Lee, Hyuk-Jin;Ahn, Kwang-Kuk;Kim, Hong-Taek;Bang, Yoon-Kyung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.10a
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    • pp.320-329
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    • 2005
  • The use of diverse methods for the retaining system has been continuously increased in order to maintain the stability during excavation. However, ground anchor system occasionally may have the restriction in urban excavation sites nearby the existing structures because of space limitation. In this case, soil nailing system with relatively short length of nails could be efficiently useful as an alternative method. The general soil nailing support system, however, may result in excessive deformations particularly in excavating the zone of weak soils or nearby the existing structures. Therefore, applying the pretension force to the soil nails then could play important roles to reduce deformations mainly in an upper part of the nailed-soil excavation system as well as to improve the local slope stability. In this study, a newly modified soil nailing technology named as the PSN(Pretention Soil Nailing) is developed to reduce both facing displacements and ground surface settlements during top-down excavation process as well as to increase the global slope stability. Up to now, the PSN system has been investigated mainly focusing on an establishment of the design procedure. In the present study, the field tests including pull-out tests were fulfilled to investigate the behavior of characteristics for PSN system. All results of tests were also analyzed to provide a fundamental and efficient design.

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