• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1335-1342
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• 2005

In this paper, there is intended to introduce the new tunnel face shape, that is concave shaped face, and discusses its effects on the tunnel stabilization. Therefore, a comparative analysis in which the stability of a concave face was compared to that of a conventional plane face on the basis of displacement patterns in the tunnel face was conducted using a model test. In order to check and confirm displacement patterns on the concave face according to the radius of curvature as well as those around the face according to lateral pressure coefficient(k), two experimental concave models, produced at a scale of 1:2 and 1:5(tunnel radius), of the forefront of the curved area extended from plane face was built and tested.

• 한국정밀공학회지
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• 제14권2호
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• pp.169-177
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• 1997

In this study, investigated are the effects of tool rake angles and the change of cutting conditions on the specific cutting pressure in face milling. The cutting force in face milling is predicted from the double cutting edge model in3-dimensional cutting. Conventional specific cutting pressure model is modified by considering the variation of tool rake angles. Effectiveness of the modified cutting force model is verified by the experiments using special face milling cutters with different cutter pockets and various rake angles. From the comparison of the presented model and the specific cutting pressure, it is shown that the axial force can be predicted by the tangential force, radial force and geometric conditions. Also, the rela- tionship between specific cutting pressure and cutting conditions including feedrate, cutting velocity and depth of cut is studied.

• 한국터널지하공간학회 논문집
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• 제20권2호
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• pp.433-452
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• 2018

쉴드 TBM 공법은 터널 굴착으로 인한 터널 굴진면과 굴착면의 변형을 억제하여 지반의 변형을 최소화할 수 있는 공법이다. 이를 위해 쉴드 TBM의 운전 조건들을 적절히 제어하는 것은 매우 중요하다. 쉴드 TBM 공법의 여러 가지 운전 조건 중 굴진면압과 뒤채움주입압은 지반에 직접 압력을 가하는 과정으로 굴착에 인한 지반변위의 억제 뿐만 아니라, 지반 내 유효응력 및 간극수압의 변화에 영향을 미치는 요인이다. 굴진면압과 뒤채움압의 작용에 대한 지반의 반응은 지반의 강성 및 투수성에 따라 상이하다. 특히, 포화된 연약 점성토의 경우 굴진면압과 뒤채움압에 의한 지반 내 응력 변화의 영향이 장시간동안 잔류하므로 이에 대한 반응은 투수성이 큰 지반과 구별되는 거동을 보인다. 따라서 본 논문에서는 유한 요소법을 이용한 응력-간극수압 연계 매개변수해석을 통해 포화 점성토 지반에서 쉴드 TBM 운전 조건과 지반의 강성과 투수성이 지표침하에 미치는 영향에 대한 연구를 수행하였다. 연구 결과, 점성토 지반의 지표침하는 즉시침하와 압밀침하로 구분할 수 있었으며, 특히 압밀침하 거동은 지반의 투수성과 강성의 영향을 크게 받는 것으로 나타났다. 또한, 굴진면압과 뒤채움압의 증가가 항상 지표침하 감소로 이어지지는 않고, 임의 크기의 압력(한계 압력) 이상으로 증가된 굴진면압과 뒤채움압은 역으로 지표침하를 증가시키는 요인으로 작용할 수 있음이 확인되었다.

• 한국터널지하공간학회 논문집
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• 제20권6호
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• pp.1003-1022
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• 2018

본 연구에서는 Shield TBM 터널굴착이 기 시공된 단독말뚝의 하부를 근접하여 통과할 경우 터널 막장압에 따른 말뚝의 공학적 거동을 파악하기 위해 3차원 유한요소해석을 수행하였다. 이때 터널 막장압의 크기를 터널굴착 이전 springline 위치에서 수평토압의 25~100%로 변화시키면서 그 영향을 고찰하였다. 수치해석에서는 막장압의 변화에 따른 터널굴착으로 유발된 말뚝의 침하, 축력 및 전단응력을 고려하였다. 말뚝의 두부침하는 막장압의 크기를 가장 크게 적용한 조건이 막장압의 크기를 가장 작게 적용한 조건에 비해 약 44% 감소하여 발생하였다. 말뚝의 최대축력은 막장압의 크기를 가장 작게 적용한 조건에서 가장 크게 나타났으며, 이는 막장압의 크기를 가장 크게 고려한 조건에 대비하여 약 21% 큰 것으로 분석되었다. 터널굴착으로 인한 말뚝의 거동은 막장압의 변화에 따른 지반침하의 영향을 크게 받는 것을 알 수 있었으며, 막장압의 크기에 따른 말뚝 및 지반의 거동을 등고선을 이용하여 재분석하였다. 또한 모든 막장압 조건에 대하여 말뚝의 겉보기안전율이 1.0 이하로 산정되어 터널굴착이 인접말뚝에 유해한 영향을 끼치는 것으로 판단된다. 따라서 본 연구를 통해 말뚝의 거동에 영향을 미치는 주요인자를 막장압의 변화에 따라 심도 있게 고찰하였다.

• 한국기계가공학회지
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• 제1권1호
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• pp.89-100
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• 2002

The purpose if this research was to improve the pressure distribution on the disk brake pad Not uniform pressure distribution on the disk brake pad generate the unbalance wear of it and the unbalance wear of disk brake pad generate vibration, noise, heat and reduce the braking capacity. For improve the pressure distribution on the pad in this research, upper face of caliper housing finger was cut. Two kinds of caliper which uncut and cut of finger face were compared the stress distribution by FEM analysis and real experiment. Also natural frequency and deforming displacement ware calculated. It was understood that pressure distribution could Improve by cut inside upper face of caliper housing finger.

• 한국환경과학회지
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• 제19권4호
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• pp.437-446
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• 2010

The pressure drop through pulse air jet-type bag filter is one of the most important factors on the operating cost of bagfilter houses. In this study, the pilot-scale pulse air jet-type bag filter with about 6 m2 filtration area was designed and tested for investigating the effects of the four operating conditions on the total pressure drop, using the coke dust collected from a steel mill factory. When the face velocity is higher than 2 m/min, it is not applicable to on-spot due to the increase of power expenses resulting from a high-pressure drop, and thus, 1.5 m/min is considered to be reasonable. The regression analysis results show that the degree of effects of independent parameters is a order of face velocity > concentration > time > pressure. The results of SPSS answer tree analysis also reveal that the operation time affects the pressure drop greatly in case of 1 m/min of face velocity, while the inlet concentration affects the pressure drop in case of face velocity more than 1.5 m/min.

• Geomechanics and Engineering
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• 제17권1호
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• pp.97-107
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• 2019

Based on the results of Han et al. (2016), in the failure zone ahead of the tunnel face it can be obviously identified that a shear failure band occurs in the lower part and a pressure arch happens at the upper part, which was often neglected in analyzing the face stability of shield tunnel. In order to better describe the collapse failure feature of the tunnel face, a new improved failure mechanism is proposed to evaluate the face stability of shield tunnel excavated in layered soils in the framework of limit analysis by using spatial discretization technique and linear interpolation method in this study. The developed failure mechanism is composed of two parts: i) the rotational failure mechanism denoting the shear failure band and ii) a uniformly distributed force denoting the pressure arch effect. Followed by the comparison between the results of critical face pressures provided by the developed model and those by the existing works, which indicates that the new developed failure mechanism provides comparatively reasonable results.

• 센서학회지
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• 제26권1호
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• pp.24-27
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• 2017

In this study, I developed a simple and low cost process-printing a silver, carbon, dielectric, adhesive layer on PET films using screen printing technology and bonding the two films face-to-face-to fabricate a low price capacitive pressure-mapping sensor. Both electrodes forming the pressure measuring capacitor are arranged between the two PET films similar to a sandwich. Therefore, the sensor has the advantage of minimizing the influence of external noise. In this study, a $10{\times}10$ capacitance-type pressure-mapping sensor was fabricated and its characteristics were analyzed.

• 한국환경과학회지
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• 제27권6호
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• pp.349-358
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• 2018

In this study, using coke dust from ironwork, the pulse pressure on a pulse air jet bag filter was investigated considering the influence of the pressure loss due to filtration velocity and pressure intervals. The research on the optimal pulse pressure prediction of a pulse air jet type bag filter using coke dust showed the following results. Pressure loss volatility produced by the pulse pressure under low dust concentration(0.5, $1g/m^3$) and low face velocity(1.25 m/min) was less than $10mmH_2O$. This suggests that the pulse pressure has a low impact on the pressure loss. In contrast, pressure loss volatility under high dust concentration($3g/m^3$) and high face velocity(1.75 m/min) was $25mmH_2O$. Therefore, pulse pressure with high dust concentration and high face velocity has a strong influence on the pressure loss volatility, compared to the condition of low dust concentration and low face velocity. The optimal pulse pressure of inlet dust concentration($0.5g/m^3$) was $6kg/cm^2$ under the same face velocity(1.75 m/min). As concentration increased from 1 to $2g/m^3$, the pulse pressure gradually reached $5kg/cm^2$ thus indicating that the pulse pressure($5kg/cm^2$) is pertinent at a high concentration($3g/m^3$). The pulse intervals: 20, 25 and 30 sec, which are relatively longer than 10 and 15 sec, corresponded to high pressure loss volatility produced by the pulse pressure. Furthermore, low pressure loss volatility was noted at $5kg/cm^2$ of the overall pulse pressure.

• Geomechanics and Engineering
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• 제21권2호
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• pp.187-200
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• 2020

In the current work, a series of three-dimensional finite element analyses have been conducted to investigate the behaviour of pre-existing single piles in response to adjacent tunnelling by considering the tunnel face pressures and the relative locations of the pile tips with respect to the tunnel. Via numerical modelling, the effect of the face pressures on the pile behaviour has been analysed. In addition, the analyses have concentrated on the ground settlements, the pile head settlements and the shear stress transfer mechanism at the pile-soil interface. The settlements of the pile directly above the tunnel crown (with a vertical distance between the pile tip and the tunnel crown of 0.25D, where D is the tunnel diameter) with a face pressure of 50% of the in situ horizontal soil stress at the tunnel springline decreased by approximately 38% compared to the corresponding pile settlements with the minimum face pressure, namely, 25% of the in situ horizontal soil stress at the tunnel springline. Furthermore, the smaller the face pressure is, the larger the tunnelling-induced ground movements, the axial pile forces and the interface shear stresses. The ground settlements and the pile settlements were heavily affected by the face pressures and the positions of the pile tip with respect to the tunnel. When the piles were inside the tunnel influence zone, tensile forces were induced on piles, while compressive pile forces were expected to develop for piles that are outside the influence zone and on the boundary. In addition, the computed results have been compared with relevant previous studies that were reported in the literature. The behaviour of the piles that is triggered by adjacent tunnelling has been extensively examined and analysed by considering the several key features in substantial detail.