• 제목/요약/키워드: Vertical pressure

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사질토 지반의 원형수직구에 설치된 흙막이벽에 작용하는 토압 (Earth Pressure on the Cylindrical Wall in Cohesionless Soils)

  • 천병식;신영완
    • 한국지반공학회논문집
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    • 제19권5호
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    • pp.175-187
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    • 2003
  • 일반적으로 사질토 지반의 원형수직구에 설치된 흙막이벽에 작용하는 토압은 삼차원 아칭효과로 인하여 평면변형조건의 옹벽에 작용하는 토압과는 다르며, 원통형 벽체의 설계를 위해서는 벽체에 작용하는 토압의 정확한 산정이 필요하다. 원형수직구에 설치된 벽체 배면지반의 파괴모드는 지중응력상태에 의존하게 되는데, 파괴모드는 실질적으로 원기둥형 활동면을 갖는 경우와 깔대기형 파괴면을 갖는 경우로 구분할 수 있다. 기존의 연구결과에 의하면 각각의 파괴모드에 대하여 원통형 벽체에 작용하는 토압공식이 제안되었으나, 도입된 가정으로 인하여 불합리한 경향을 보이는 문제점이 있다. 본 연구에서는 원통형 벽체에 작용하는 토압을 산정하기 위하여 각각의 파괴모드에 대하여 제안된 토압공식을 살펴보고, 각 토압공식에서 가정된 사항을 수정 제안하였다. 각각의 파괴모드에 대하여 수정 제안된 토압공식들은 상재하중과 벽면마찰을 고려하였으며, 활동면에서의 힘의 평형관계를 실제적으로 고려하였다.

보행과 달리기 시 신발의 크기가 족저압과 지면반발력, 하지의 근피로에 미치는 영향 (Effect of Shoe Size on Foot Pressure, Ground Reaction Force, and Fatigue During Walking and Running)

  • 김택훈
    • 한국전문물리치료학회지
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    • 제15권1호
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    • pp.1-11
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    • 2008
  • The purpose of this study was to assess the influence of two shoe size conditions on foot pressure, ground reaction force (GRF), and lower extremity muscle fatigue. Seven healthy men participated. They randomly performed walking and running in two different conditions: proper shoe size and 10 mm greater than proper shoe size. Peak foot pressure, and vertical, anterior and mediolateral force components were recorded with the Parotec system and Kisler force platform. To assess fatigue, the participants performed treadmill running for twenty-five minutes twice, each time wearing a different shoe size. Surface electromyography was used to confirm localized muscle fatigue using power spectral analysis of four muscles (tibialis anterior, gastrocnemius medialis, rectus femoris, and biceps femoris). The results were as follows: 1) In walking conditions, there was a significantly higher peak pressure in the 10 mm greater than proper shoe size insole sensor 1, 2, 14, and 18 (p<.05). 2) In running conditions, there was a significantly higher peak pressure in the 10 mm greater than proper shoe size insole sensor 5, 14, and 15 (p<.05). 3) In walking conditions, there was a significantly higher first maximal vertical GRF in the 10 mm greater than proper shoe size (p<.05). 4) In running conditions, no GRF components were significantly different between each shoe size condition (p>.05). 5) Muscle fatigue indexes of the tibialis anterior and rectus femoris were significantly increased in the 10 mm greater than proper shoe size condition. These results indicate that wearing shoes that are too large could further exacerbate the problems of increased foot pressure, vertical GRF, and muscle fatigue.

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Critical Heat Flux in Uniformly Heated Vertical Annulus Under a Wide Range of Pressures 0.57 to 15.0 MPa

  • Chun, Se-Young;Chung, Heung-June;Hong, Sung-Deok;Yang, Sun-Kyu;Chung, Moon-Ki
    • Nuclear Engineering and Technology
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    • 제32권2호
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    • pp.128-141
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    • 2000
  • The critical heat flux (CHF)experiments have been carried out in a wide range of pressures for an internally heated vertical annulus. The experimental conditions covered ranges of pressures from 0.57 to 15.01 MPa, mass fluxes of 0 kg/$m^2$s and from 200 to 650 kg/$m^2$s, and inlet subcoolings from 85 to 413 kJ/kg. The characteristics of the present data and the effect of pressure on CHF are discussed. Most of the CHFs were identified to dryout of the liquid film in the annular or annular-mist flow. For the mass flux of 200 kg/$m^2$s, there were the indications that the CHF occurred at the transition from annular to annular-mist How in the pressure range of 3~10 MPa. For the mass fluxes of 550 and 650 kg/$m^2$s, the CHFs had a maximum value at a pressure of 2~3 MPa, and the pressure at the maximum CHF values had a trend moving toward the pressure at the peak value of pool boiling CHF as the mass flux decreased. The CHF data under a zero mass flux condition indicate that both the effects of pressure and inlet subcooling on the CHF were smaller, compared with those on the CHF with net water upward flow.

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지중에 매설된 박스구조물에 작용하는 토압 산정 (Estimation of Earth Pressures Acting on Box Structures Buried in Ground)

  • 홍원표;윤중만;송영석
    • 한국지반신소재학회논문집
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    • 제14권2호
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    • pp.23-33
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    • 2015
  • 개착식 터널공법으로 시공된 지하철 건설현장을 대상으로 각종 계측시스템을 적용하여 지하 박스구조물에 작용하는 토압을 측정하였다. 이를 토대로 기존 이론식으로 산정된 측방토압과 현장에서 계측된 실측토압을 비교 검토하고, 실제 지하구조물에 작용하는 토압분포를 조사하였다. 조사결과에 의하면 지하 박스구조물에 작용하는 연직토압은 주로 성토고에 큰 영향을 받고 있으며, 측방토압은 흙막이구조물(버팀보, 흙막이벽)의 존치여부에 큰 영향을 받는 것으로 나타났다. 현장에서 측정된 지하 박스구조물 상단에 작용하는 연직토압은 Bierbaumer의 이론토압에 가장 근사하게 나타나고 있으며, 측방토압은 정지토압보다 주동토압에 가깝게 작용하고 있다. 그리고, 토압계수는 토사층의 경우 평균 0.35정도로 나타났으며 연암층의 경우 평균 0.21정도로 토사층에서 크게 나타나고 있다. 따라서, 지하 박스구조물이 토사층에 설치되는 경우, 지하 박스구조물에 작용하는 측방토압은 정지토압보다는 주동토압과 정지토압의 평균치를, 암반층에 설치되는 경우에는 주동토압을 사용하는 것이 보다 합리적이라고 판단된다.

수직관내 고-액 슬러리 유동 계측 실험연구 (Experimental Study of Solid-water Slurry Flow in Vertical Pipe)

  • 최종수;홍섭;양찬규
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 추계학술대회 논문집
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    • pp.160-163
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    • 2001
  • In order to develop a nodule conveying system through a flexible pipe out of the deep-seabed manganese nodule miner, an experimental study of the solid-water slurry flow in vertical pipe is performed as the first stage of total experiments. Hydraulic characteristics of the pipe slurry flow such as slip velocity, transport concentration and pressure gradient are investigated for the size of particle, load ratio, and flow rate of water. The higher the load ratio is, the larger the transport concentration and pressure gradient become. The bigger the size of particles is, the larger the pressure gradient becomes. The effectiveness of the flow rate to hydraulic performance is also investigated. This results are to be used for designing crusher and pump, and operating the conveying device.

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충격파 발생기를 적용한 짧은 초음속 이젝터에 관한 연구 (A Study of short supersonic ejector with shock generators)

  • ;김희동
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2010년도 제35회 추계학술대회논문집
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    • pp.105-110
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    • 2010
  • Supersonic ejectors are simple mechanical components, which generally perform mixing and recompression of two fluid streams. Ejectors have found many applications in engineering. In aerospace engineering, they are used for high altitude testing (HAT) of a propulsion system by reducing the pressure of a test chamber. It is composed of three major sections: a vacuum test chamber, a propulsive nozzle, and a supersonic exhaust diffuser (SED). This paper aims at the improvement in HAT facility by focusing attention on the vertical firing rocket test stand with shock generators. Shock generators are mounted inside the SED for improving the pressure recovery. The results clearly showed that the performance of the ejector-diffuser system was improved with the addition of shock generators. The improvement comes in the form of reduction of the starting pressure ratio and the vertical height of test stand. It is also shown that shock generators are useful in reducing the total pressure loss in the SED.

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수직원형관내 초임계압 물의 난류 열전달에 관한 직접수치모사 (Direct Numerical Simulation of Turbulent Heat Transfer to Water at Supercritical Pressure Flowing in Vertical Pipes)

  • 이상훈;배중헌;유정열
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회B
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    • pp.2471-2476
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    • 2008
  • Turbulent flow and heat transfer to water at supercritical pressure flowing in vertical pipes is investigated using direct numerical simulation (DNS). A conservative space-time discretization scheme for variable-density flows at low Mach numbers is adopted in the present study to treat steep variations of fluid properties at supercritical pressure just above the thermodynamic critical point. The fluid properties at these conditions are obtained using PROPATH and used in the form of tables in the simulations. The buoyancy influence induced by strong variation of density across the pseudo-critical temperature proved to play an important role in turbulent flow and heat transfer at supercritical state. Depending on the degree of buoyancy influence, turbulent heat transfer may be enhanced or significantly deteriorated, resulting in local hot spots along the heated surface.

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스터드 차이에 따른 축구화의 운동역학적 변인 비교 (Biomechanical Analysis of Soccer Shoes According to the Difference of Stud)

  • 진영완
    • 한국운동역학회지
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    • 제24권4호
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    • pp.455-461
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    • 2014
  • The purposes of this study were to reveal the kinematic and kinetic difference of hard ground soccer shoe, firm ground soccer shoe and soft ground soccer shoe. Soccer players were shoes of varying stud designs with some preferring the bladed studs while others opting for the conventional studded stud. Statistics were used one way-ANOVA and Tukey's Honestly Significant Difference Method. Seven healthy college soccer players were attended a test. All parameters were recorded using the Zebris system. Spatio-temporal variables were no significant difference. Lateral symmetry was statistically significant differences (p<.05). Vertical GRF parameters were no significant difference. Medial midfoot pressure, lateral midfoot pressure and central forefoot pressure were statistically significant differences (p<.05). This study demonstrates that playing surface significantly affects difference soccer shoes during soccer game. Furthermore, epidemiological investigation is warranted to determine the effects of playing surfaces on sport specific injury mechanisms.

초음속 이젝터 디퓨져 시스템에서의 충격파 발생기 응용 (Application of Shock Generator to Supersonic Ejector Diffuser System)

  • ;김희동
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2011년도 제36회 춘계학술대회논문집
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    • pp.200-203
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    • 2011
  • Supersonic ejectors are simple mechanical components, which generally perform mixing and recompression of two fluid streams. Ejectors have found many applications in engineering. In aerospace engineering, they are used for high altitude testing (HAT) of a propulsion system by reducing the pressure of a test chamber. It is composed of three major sections: a vacuum test chamber, a propulsive nozzle, and a supersonic exhaust diffuser (SED). This paper aims at the improvement in HAT facility by focusing attention on the vertical firing rocket test stand with shock generators. Shock generators are mounted inside the SED for improving the pressure recovery. The results clearly showed that the performance of the ejector-diffuser system was improved with the addition of shock generators. The improvement comes in the form of reduction of the starting pressure ratio and the vertical height of test stand. It is also shown that shock generators are useful in reducing the total pressure loss in the SED.

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수직갱을 이용한 터널내 비정상 압축파의 피동제어 (Passive control of unsteady compression wave using vertical bleed ducts)

  • 김희동
    • 대한기계학회논문집B
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    • 제21권9호
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    • pp.1095-1104
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    • 1997
  • When a high-speed railway train enters a tunnel, a compression wave is generated ahead of the train and propagates along the tunnel, compressing and accelerating the rest air in front of the wave. At the exit of the tunnel, an impulsive wave is emitted outward toward the surrounding, which causes a positive impulsive noise like a kind of sonic boom produced by a supersonic aircraft. With the advent of high-speed train, such an impulsive noise can be large enough to cause the noise problem, unless some attempts are made to alleviate its pressure levels. For the purpose of the impulsive noise reduction, the present study investigated the effect of a vertical bleed duct on the compression wave propagating into a model tunnel. Numerical results were obtained using a Piecewise Linear Method and testified by experiment of shock tube with an open end. The results showed that the vertical bleed duct reduces the maximum pressure gradient of compression wave front by about 30 percent, compared with the straight tunnel without the bleed duct. As the width of the vertical bleed duct becomes larger, reduction of the impulsive noise is expected to be greater. However the impulsive noise is independent of the height of the vertical bleed duct.