• Land and Housing Review
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• v.7 no.4
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• pp.281-289
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• 2016

Structural experiment result showed that PHC(d=600mm) Pile used as a common compression member could resist 83.6 ~ 91.6 tonf of ultimate tension force, if the adhesion of P.C. bar of PHC pile to the concrete foundation is strengthened. Considering a proper safety factor to ultimate tension strength, PHC pile can substitute the anti-floating anchor, or reduce the number of anchors. For this purpose, pullout resistance behavior of a Bored pile embedded in real ground as well as structural tension strength of PHC pile must be evaluated. This study performed the static pullout tests to evaluate the pullout behavior of bored pile, and compared the test results with design value of side resistance. To evaluate the pullout resistance easily, static pullout test results were compared with dynamic loading test results using PDA. As a result, cement paste of the bored pile was hardened which is after 15 days, LH side resistance design value corresponded well to the Static pullout test results, also to the side resistance evaluated by dynamic loading test.

• Journal of the Korean Society for Nondestructive Testing
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• v.33 no.5
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• pp.436-442
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• 2013

Friction welding is a very useful joining process to weld metals which have axially symmetric cross section. In this paper, the feasibility of industry application was determined by analyzing the mechanical properties of weld region for a specimen of tube-to-tube shape for excavator hose nipple with friction welding, and optimized welding variables were suggested. In order to accomplish this object, friction heating pressure and friction heating time were selected as the major process variables and the experiment was performed in three levels of each parameter. An acoustic emission(AE) technique was applied to evaluate the optimal friction welding conditions nondestructively. AE parameters of accumulative count and event were analyzed in terms of generating trend of AE signals across the full range of friction weld. The typical waveform and frequency spectrum of AE signals which is generated by friction weld were discussed. From this study the optimal welding variables could be suggested as rotating speed of 1300 rpm, friction heating pressure of 15 MPa, and friction heating time of 10 sec. AE event was a useful parameter to estimate the tensile strength of tube-to tube specimen with friction weld.

• Journal of the Korean Geosynthetics Society
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• v.18 no.4
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• pp.167-180
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• 2019

Friction piles are being constructed in Southeast Asia (Myanmar, Cambodia, Vietnam, etc.) where the soft ground is deep, and many cases of friction piles are accumulated in terms of experience. In this study, we used the results of four static load test and load transfer test conducted in Myanmar sites to analyze the skin friction of soil layer. In addition, we proposed a relationship chart with skin friction measured in the N-value of Standard Penetration Test (SPT) and the load transfer test result of the single drilled shaft. In the case of Myanmar sites, the range of soil layers was deeper than domestic sites, so the conventional formula of skin friction using the N-value of SPT is different from domestic sites. In sandy layer, fs = 0.096 N in Myanmar sites showed a similar result of the domestic fs = 0.106 N. In clayey layer, fs = 0.315 N, in Myanmar sites showed about 5.0 times higher than the domestic fs = 0.062 N. The results of this study are based on limited data. Therefore, if we analyze the results of more load transfer tests, we can suggest a conventional formula for skin friction according to the N-value. It is expected to be used as important basic data in the future.

• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.194-194
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• 1999

다이아몬드 박막은 결정립에 의해 심한 표면 거칠기를 나타낸다. 루비를 상대재료로 사용하여 하중 50g, 50rpm의 회전속도로 마모시험을 하였으며 마모 track의 직경은 100mm였다. 마찰계수는 0.5에서 계속 감소하며 0.1이하에서 안정한 상태를 유지하게 된다. 이 다이아몬드 박막위에 저마찰재료로 알려진 PTFE를 타겟으로 RF로 증착한 후 같은 조건으로 마모시험을 행하면 마찰계수가 초기부터 일정하게 유지할 수 있게 된다. 반면에 MoS2박막이 증착된 경우에는 완만한 마찰계수의 감소가 나타난다. 이러한 변화의 원인으로는 DLC 박막에서 보고되고 있는 바와 같이 다이아몬드의 sp3 결합구조가 마모시험중 흑연화하여 sp2 결합구조로 변하기 때문인 것인지 살펴보기 위하여 micro Raman을 통하여 마모 track을 분석하였고 AFM을 통하여 표면거칠기 변화와 표면 스크래치 발생 여부를 살펴보았다.

• Geotechnical Engineering
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• v.5 no.3
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• pp.51-62
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• 1989

Prior to the centrifugal model experiments of reinforced earth retaining walls, frictional tests were performed to investigate the frictional behavior between the sand and the reinforcements. Coefficient of friction between the soil and the reinforcements was evaluated using different reinforcements, their lengths and testing methods. Two different testing methods, the direct shear and the pull-out tests, were adopted and their testing results were compared to determine which. method better represented the actual behavior In the field.

• Tribology and Lubricants
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• v.3 no.2
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• pp.50-55
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• 1987

윤활제가 없는 경우와 고체 윤활제를 사용하였을 경우 세라믹 SiC의 마찰 마모시험을 상온 및 고온에서 실시하였다. 이때 사용한 마모시험기는 Two-disk형이고, 마찰속도는 132mm/sec이며, 하중의 2.6N에서 10.4N의 범위이다. 실험결과에 의하면 고체윤활제(흑연. Mos$_2$)는 세라믹의 마찰마모를 300$\circ$C 이하에서 모두 효과적으로 감소시킬 수 있었다. 또 300$\circ$C 이하에서는 Mox$_2$가 더 효과적인 윤활제 역할을 하고 300$\circ$C 이상에서는 흑연이 더 효과적이었다. 그원인은 윤활제 피막형성 및 파괴가 윤활 효과에 지배적인 영향을 미치고 온도상승에 따라 각 윤활제의 특성이 달라지기 때문이었음이 SEM 이나 EDS에 의해 밝혀졌다. 따라서 고온에서 윤활효과를 증대시키기 위해서는 윤활피막의 접착을 강하게 해줄 수 있는 접착 첨가물이 필요하다. 고온에서 윤활이 안된 경우 마모는 결정경계를 통한 입자들의 파괴가 주로 원이되나 낮은 온도나 윤활상태에서는 결정경계에 무관한 연마 마모가 마모를 지배하고 있었다.

• Journal of the Korean Geotechnical Society
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• v.21 no.1
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• pp.93-103
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• 2005

Both static pile load test with load transfer measuring system and the pile dynamic load test are performed to estimate the skin friction and behavior characteristics of a large drilled shaft. And the numerical modeling of large drilled shaft is performed by applying the FDM program. Since the magnitude of friction resistance depends on the relative displacement between soil and shaft, load and displacement at the arbitrary depth along the large drilled shaft are estimated to analyze the correlation. According to the measuring results of load transfer, unit skin friction along the large drilled shaft was fully mobilized at gravel layer in the middle of shaft and the frictional resistance transmitted to bedrock was relatively small. Also, even for the same drilled shaft, the results of PDA and static load test are different with each other and the difference is discussed.

• Science of Emotion and Sensibility
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• v.14 no.2
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• pp.191-196
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• 2011

Fabric extraction force measured through nozzle tester reflects a comprehensive fabric handle. Nozzle tester takes advantage of low cost, and simple and fast operating procedure compared with KES system. The paper is to develop the semi-emprical equation for assessment of the fabric handle measured with nozzle tester on the basis of friction law. The variables considered in the equation arc fabric's frictional coefficient and drape coefficient which is determined in terms of fabric bending length and shear strain. The experiment of 12 different cotton and polyester fabrics and comparisons between experimental and theoretical results were conducted. Fabrics of high frictional coefficients, high bending length, and low shear strain showed high fabric handle forces (low handle values). The handle forces predicted from the equation agreed well with those measured, which indicates that the equation can be used to objectively evaluate fabric handle with respect to fabric's own properties and also provide an information for fabric design to improve the handle performance.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.2
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• pp.34-39
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• 2016

Structural behaviour of PSC box bridge, on which KTX train runs, is analysed up to 500 km/h speed considering 12 stages track irregularity and interaction between bridge and vehicle. To evaluate wheel forces and rotations of vehicle, lateral wheel forces, derail factor and offload factor calculated on the track combining the bridge and 170 m normal track are compared with existing allowed limits. Maximum longitudinal displacement and accumulated sliding distance of the brige bearings for simply supported and 2 span continuous PSC bridges are presented by each running speeds. Long-term friction tests based on EN-1337-2 are conducted between PTFE and DP-mate plates. Finally, the long-term friction tests are proposed to consider the increasing speed of next generation high-speed train.

• Journal of the Korean GEO-environmental Society
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• v.6 no.1
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• pp.45-51
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• 2005

The distribution of shaft resistance is measured by the static load test with the strain gauge or stress gauge, so that the long-term load distribution must be considered for the pile design. However, the measurement by strain gauge generally assumes the 'zero reading', which is the reading taken at 'zero time' with 'zero' load and the residual stress, which is the negative skin friction(or the negative shaft resistance) caused by the pile construction, is neglected. Therefore, the measured value by strain gauge is different from the true load-distribution because residual stresses were neglected. In this study, the three drilled shafts were constructed, and the strain measurements were carried out just after shaft construction. As a result of this study, it is shown that the true load-distribution of drilled shaft is quite different with known load distribution and the true load-distribution of drilled shaft changed from the negative skin friction to the positive skin according to the load increment.