• Title/Summary/Keyword: nail design

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The Design Charts for Soil Nailing Slopes Through Limit Equilibrium Method (한계평형해석을 사용한 Soil Nailing보강사면의 설계도표의 제안)

  • Kim, Hak-Moon;Jang, Kyung-Jun;Seo, Jin-Won
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.10 no.10
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    • pp.2794-2802
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    • 2009
  • Soil nailing method is widely used in reinforcing slopes and excavating earth. The analysis of nail-reinforced slopes, generally require complicated computer programs. The purpose of this paper is suggest, Soil stability Chart for nailed slopes which are very useful for pre-design, rapidly design, and final check. Three slope types, three nail lengths and three nail angles are selected for the stability analysis by using limit equilibrium method form Bishop and French. From the above results, this study propose the reinforced design charts for examine the necessity of reinforcement can be examined. The suggested stability chart and Taylor's Slope Stability Chart, showed similar safety factors. This Soil Nailing design charts can provide the solutions for necessity of reinforcement, economical of nail's length ratio and installation angle as well.

Studies on Damping Ratio of Nailed Joint Connecting Wall to Floor in Light Frame House (경골목조주택의 벽체-바닥체 못결합부의 감쇠비에 관한 연구)

  • Kim, Kwang-Mo;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • v.24 no.3
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    • pp.65-71
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    • 1996
  • In the design of wood structures, the consideration of the dynamic load effect has been increased. Generally, damping ratio is presented as the method of considering dynamic load effect. So, the relationship between joint type and damping ratio was investigated. It has been known that the joint extremely damp the dynamic load in wood structures. Static test was performed to determine the effects of nail size and friction area on joint strength and stiffness. Joint strength and stiffness were increased with nail size. However, the static properties of joint was not affected by friction area. Cyclic test was performed to determine the effects of nail size, friction area and load magnitude on damping ratio, Damping ratio was affected by all factors. Increasing the width of the bottom plate was suggested as the most adequate method to increase the damping ratio without the reduction of the static properties of the structures.

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Modified FHWA Design Method Considering Bending Stiffness of Soil Nail (휨강성을 고려한 수정 FHWA 쏘일네일 설계법 제안)

  • Kim, Nak-Kyung;Jung, Jung-Hee;Ju, Yong-Sun;Kim, Sung-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1406-1416
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    • 2008
  • Soil nailing is used as a method of slope stabilization and excavation support. The design method of soil nail are based on experience or assumption of interaction between soil and reinforcement. Most design methods simply considers the tension of reinforcement for analysis of slope stabilization. Soil nails interact with soils under combined loading of shear and tension. Jewell & Pedley(1990) suggested a design equation of shear force with bending stiffness and discussed that the magnitude of the maximum shear force is small in comparison with the maximum axal force. However, they have used a very conservative limiting bearing stress on nails. This paper discusses that the shear strength of soil nails should not be disregarded with proper bearing stresses on nails. The modified FHWA design method was proposed by considering shear forces on nails with bending stiffness.

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Long-term Behaviour Characteristics of Pressurized Grouting Soil Nails from the Field Pull-Out Tests (현장인발시험을 통한 가압 그라우팅 쏘일네일의 장기 인발거동특성)

  • Park, Si-Sam;Lee, Hoon-Yeoun;Park, Joo-Suck;Lee, Hong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.137-144
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    • 2005
  • Recently a pressurized grouting soil nail is demanded due to problems beyond of economical and engineering purpose. In this study, a newly modified soil nailing technology named as the PGSN (Pressurized Grouting Soil Nailing) system is respected to reduced displacements of nails and increase of global slope stability. And effects of various factors related to the design of the PGSN system, such as the length of the soil nail, injected pressure and W/C ratio of cement grout in the pressurized grouting soil nail are examined throughout a series of the displacement-controlled field pull-out tests. Displacement-controlled field pull-out tests are performed in the present study and the volume of grouting are also evaluated based on the measurements. In addition, both short-term and long-term characteristics of pull-out deformations of the newly proposed PGSN system are analyzed and compared with those of the general soil nailing system by carrying out the stress-controlled field pull-out tests. From the pull-out characteristics of pressurized grouting soil nails, it is found that the effect of the length of the soil nail, injected pressure and W/C ratio of cement grout are important parameters.

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Effect of Constrain Condition of Soil Nail Head on Slope Stability (쏘일 네일 두부 구속조건이 사면 안정성에 미치는 영향)

  • Kim, Yongeung;Ahn, Kwangkuk
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.2
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    • pp.37-43
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    • 2014
  • Natural disasters such as earthquakes and tsunamis occur suddenly, so that they cause massive loss of lives and property. Especially earthquakes represent a particularly severe threat because of the extensive damage accompanied by them. In Korea, an earthquake-resistant design has been rarely applied to a design or construction of slope. However, in resent years, the researches for earthquake-resistance have been performed because the importance on the earthquake-resistance is perceived and highlighted. Soil nail method, one of the slope stability methods, is excellent for its constructability and cost effectiveness, as compared with other stability methods. Also, this method has been widely used for reinforced construction for slope stability. The studies of soil nail method have been performed on the interaction behavior between nails and slopes as well as the varied load condition such as static load, dynamic load and so on. Nevertheless, there has been minimal research regarding the constraint condition of nail head. In this study, the numerical analysis was performed for identifying effect on slope stability for the constrain condition of the soil nail. The result shows that the resistance of constrained the nail head on reinforced slope is larger compared to the one of unconstrained nail head.

Economical Ventilation Effectiveness to Reduce Hazardous Chemical Emissions for a Nail-Salon Worker

  • KWON, Woo-Taeg;JUNG, Min-Jae;LEE, Woo-Sik;KWON, Lee-Seung;SO, Young-Jin
    • Journal of Distribution Science
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    • v.17 no.7
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    • pp.65-76
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    • 2019
  • Purpose - The purpose of this study is to investigate economical ventilation effectiveness to reduce hazardous materials exposure and damage of workers by analyzing exposure amount of noxious substances under various ventilation conditions of nail salon for indoor environments. Research design, data, and methodology - This study was carried out with cooperation of Nail shop located in SeongNam city to involve an analysis of the environmental impact indoor air quality, pollutant exposure and economical cost-effectiveness in the nail workplace. The hazardous substances were PM-10(Particulate Matter-10㎛), VOCs(Volatile Organic Compounds) and Formaldehyde, which are the major materials of nail workplace. Results - PM-10 is reduced by about 60% with air cleaner, forced artificial ventilation by 32%, and natural ventilation by about 12%. TVOCs and Formaldehyde showed similar efficiency (80~100%) after natural ventilation and ventilation after 60 minutes. The removal efficiencies of VOCs and formaldehyde were similar to those of natural ventilation and mechanical ventilation system. However, in case of dust, natural ventilation was reduced by artificial ventilation system due to inflow of external dust during natural ventilation. Conclusions - If the pollution degree of outdoor air is not high, air volume is high, and natural ventilation is performed when the air conditioning and heating system is not operated. Even at the end of the work, it keeps operating for 60 minutes to remove the pollutants generated. Results of this analysis demonstrated that the worker environment can be improved by adopting institutional legislation and guidelines for ventilation.

A Study on Reinforcing Effect of Multi-Bar Spring Nailing (다철근 스프링 네일링 공법의 보강효과 검토에 관한 연구)

  • Lee, Choong-Ho;Jung, Young-Jin;Kim, Dong-Sik;Chae, Young-Su
    • Journal of the Society of Disaster Information
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    • v.3 no.2
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    • pp.147-169
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    • 2007
  • This study investigates the reinforcing effects of the Multi-bar Spring nails with respect to the conventional Soil-nails in artificial slopes. Based on wide experience related to design and construction, soil nails have been widely applied to reinforce slope in the world. Multi-bar spring nails are one of the improved soil nailing methods. These method maximizes bending, shearing, pull-out resistance for those multi-nails, not unit nail, that are inserted in the borehole using special spacer at regular intervals. In addition, because cutting plane is confined effect resulting from a pressured plate at the end of the nails with compression spring equipment, slope stability is secured using MS-nailing method. Analyzing bending, pull-out, shearing condition of MS-nail, it was examined throughly elastic region, load transfer capacity, reinforcing effect on cutting plate of MS-nails. In addition, Pilot and laboratory tests, numerical analysis were carried out to verify the superiority of MS-nailing method. In case, MS nailing method is applied to reinforce artificial slope, it was analyzed that bending, pull-out, shearing resistance was increased more than existing nailing method was applied. In this study, it was shown that surface failure was more or less prevented using MS-nailing method, confining effect on cutting plane using spring stuck to flexible equipment.

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An Analysis on the Relationships between Professions in the Beauty Industry and Blood Type

  • Jo, Byeongsun;Kim, Sungnam
    • Journal of Fashion Business
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    • v.17 no.6
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    • pp.1-17
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    • 2013
  • This study was carried out after the author experienced different personalities according to blood type over many years and thus have attempted to find out the relationships between blood type and each occupation in the industry. This study aims to analyze employees in the beauty industry (hair design, skin care, nail art and makeup) in Seoul with regard to their blood types. The significance of this study is to provide baseline data for entrants and managers in the beauty industry in order to help them choose the right occupation and reduce turnover rates through analyzing employee personalities by blood type. Research topics include the following: first, to understand the characteristics of employees in the beauty industry; and second, to find out the relationships between blood types and types of professions. After conducting an inquiry into the relationships between blood type and profession in the industry, a significant portion of skin care (49.3%) and nail art (43.8%) professionals was blood type A; nail artists (43.8%), type AB; hair designers (54.7%), type B; and makeup artists (50.0%) and hair designers (29.2%), type O. In conclusion, these results reflect the personalities of people within the beauty industry by blood type. Skin care and nail art shops are quiet environments, whereas hair salons are relatively louder with contemporary music along with the sounds of various equipment.

Numerical Analysis of the Nail Behavior Considering Resisting Bending Moment (휨 저항을 고려한 네일 거동에 대한 수치해석적 분석)

  • Jeon, Sang-Soo;Kim, Doo-Seop;Jang, Yang-Won
    • Journal of the Korean Geotechnical Society
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    • v.23 no.10
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    • pp.85-96
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    • 2007
  • The application of soil nailing method has increased because it provides easier construction, economic efficiency, and stability than existing support methods. The mechanical comprehension of the soil-nailing system has not been established and the resisting shear force and bending moment of the soil-nail have been disregarded for the design of soil-nailing system. The soil nail consists of cement associated with rebar and resists shear force and bending moment mobilized by applied loading or soil-self weight. In this study, the slope analysis in the consideration of the resisting shear force and bending moment of the nail has been performed using $FLAC^{2D}$, which is programed by the finite difference method.