• Geomechanics and Engineering
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• 제18권1호
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• pp.1-9
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• 2019

In this study, both 2D and 3D failure shapes of rock mass above the water-filled cavity are put forward when the surrounding rock mass cannot bear the pressure caused by the water-filled cavity. Based on the analytical expressions derived by kinematic approach, the profiles of active and passive failure patterns are plotted. The sensitivity analysis is conducted to explore the influences of different rock parameters on the failure profiles. During the excavation of the deep tunnels above the karst cavity, the water table always changes because of progressive failure of cavity roof. Therefore, it is meaningful to discuss the effects of varying water level on the failure patterns of horizontal rock layers. The changing laws of the scope of the failure pattern obtained in this work show good consistency with the fact, which could be used to provide a guide in engineering.

• 한국가시화정보학회지
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• 제6권2호
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• pp.28-32
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• 2008

Contrary to the flow rate in fully filled pipe flows, the flow rate in partially filled pipe flows is significantly influenced by the variation of water level, channel slop, and so on. The major difference in these two flows results from the existence of a free surface. To make it clear, in the present study, a similarity of the velocity profile in a partially filled circular pipe has been investigated according to the water level. A particle image velocimetry (PIV) technique was applied to measure the three-dimensional velocity profiles. As a result, there is found a similarity of the velocity profile near the central region. However, near the side wall, the similarity is broken due to the interaction between the wall and the free surface.

• 공업화학
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• 제9권6호
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• pp.889-893
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• 1998

본 연구에서는 폴리에틸렌 필름으로 포장된 두부의 보관수명을 예측하기 위한 수치모사가 수행되었다. 공기중의 산소가 포장재를 통과한 후 충진수와 두부로 확산하면서 동시에 미생물에 의해서 소모되는 현상에 대해 연구하였다. 수치모사 결과 두부 안에서보다 충진수 안에서 증가한 미생물의 수가 많았다. 따라서 포장된 두부의 보관수명은 두부자체의 미생물수 보다 충진수의 미생물수에 의해서 결정됨을 알 수 있었다. 또한, 포장재와 포장물의 물리적 성질중 포장재의 산소투과도, 충진수의 산소확산계수, 충진수의 초기 산소농도, 충진수의 깊이가 보관수명에 미치는 영향에 대해 관찰하였다.

• 한국음향학회:학술대회논문집
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• 한국음향학회 2001년도 추계학술발표대회 논문집 제20권 2호
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• pp.223-226
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• 2001

Acoustic pressure transmission coefficient and phase velocity are measured as the functions of water porosity and air porosity in sand sediment slabs with water- and air-filled pores. Pores in the sand sediment slab we modeled as the structure of circular cylindrical tube shape filled with water and air. The first kind(fast) wave and second kind (slow) wave, identified by Biot, in the solid and fluid mixed medium are affected by the presence of water and air pores. Acoustic characteristics of such porous medium in water are also theoretically investigated in terms of the modified Biot-Attenborough (MBA) model, which uses the separate treatment of viscosity effect and thermal effect in non-rigid porous medium with water- and air-filed pores. The information on the fast waves introduces new concepts of the generalized tortuosity factor and dynamic shape factor.

• Geomechanics and Engineering
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• 제11권4호
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• pp.457-469
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• 2016

Steep rock slope with water-filled tension crack will happen to overturn around the toe of the slope under seismic loading. This failure type is completely different from the common toppling failure occurring in anti-dipping layered rock mass slopes with steeply dipping discontinuities. This paper presents an analytical approach to determine the seismic factor of safety against overturning for an intact rock mass slope with water-filled tension crack considering horizontal and vertical seismic coefficients. This solution is a generalized explicit expression and is derived using the moment equilibrium approach. A numerical program based on discontinuous deformation analysis (DDA) is adopted to validate the analytical results. The parametric study is carried out to adequately investigate the effect of horizontal and vertical seismic coefficients on the overall stability against overturning for a saturated rock slope under two water pressure modes. The analytical results show that vertically upward seismic inertia force or/and second water pressure distribution mode will remarkably decrease the slope stability against overturning. Finally, several representative design charts of slopes also are presented for the practical application.

• 대한기계학회논문집A
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• 제20권9호
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• pp.2875-2886
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• 1996

This work present the experimental resutls for the free vibration of unstiffened, stiffened cylindrical shell filled with air, half water and full water. The natural frequencies and mode shapes of unstiffened, stiffened cylindrical shell are obtained experimentally also. The natural frequencies of stiffened cylindrical shell were generally highter than those of unstiffened cylindrical shell and natural requencies were decreased as cylindrical shell was filled with water. The effect of circumferential stiffener in the first mode was shown that natural frequency more increased 25% at air environment, 29% at half water environment and 37% at full water than those of unstiffened cylindrical shell, respectively. Also, the natural frequencies were decreased according to the added mass effect of fluid in the shell of unstiffened and stiffened cylindrical shell. The six mode shape results of all cases are simular and given. The natural frequencies are determined for a wide range of parameters : e.g. unstiffened shell, and filled with air, half and full water. The effects of varying the parameters on the free vibration frequencies and mode shapes are discussed.

• Child Health Nursing Research
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• 제11권4호
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• pp.390-395
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• 2005

Purpose: To investigate the effects of a warm water-filled bag on body temperature, Oxygen demand, respiratory rate and blood sugar in high risk neonates. Method: The infants were assigned to two groups, 16 in the experimental and 20 in the control group. Infants in the experimental group was received $40{\~}42^{\circ}C$ warm water-filled bag therapy for 2 hours under radiant warmers. Infants in the control group were placed under the same kind of radiant warmers but without the warm water-filled bag. The following were measured every 30 minutes: rectal temperature, $O_2$ demand ($FiO_2$), and respiratory rate. Blood sugar was measured hourly. Result: Body temperatures increased significantly in the experimental group (P=0.0138), and there was a difference according to time (P=0.0001). Significant difference were found between the two groups fur $FiO_2$ (P=0.0180). There was no difference in respiratory rates between the two groups and rates according to time for the experimental group were also not significant (P=0.3569). No significant difference between two groups was found for blood sugar (P=0.2152), but there was a significant difference according to the times (P=0.0001). Conclusion: This results of this study indicate that a warm-filled bag is an effective means of resorting body temperature and reducing $O_2$ demand in high risk neonates.

• Elastomers and Composites
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• 제42권2호
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• pp.102-106
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• 2007

카본블랙, 커플링제가 없는 실리카, 그리고 커플링제를 함유한 실리카 등 다른 충전 시스템을 갖는 SBR 가황물의 수팽윤 거동에 대해 연구하였다. 증류수와 3.5% NaCl 용액을 팽윤 매질로 사용하였다. 증류수에서의 수팽윤비가 소금물에서의 그것보다 높았다. 카본블랙으로 보강된 가황물의 수팽윤비가 실리카로 보강된 것보다 낮았다. 실리카로 보강된 SBR 가황물의 경우, 커플링제가 없는 것이 커플링제를 함유한 것보다 더 큰 수팽윤비를 나타내었다. 1,2-유니트 함량이 다른 SBR 가황물의 수팽윤 거동에 대해서도 비교하였다. 수팽윤비는 1,2-유니트 함량이 증가함에 따라 감소하는 경향을 보였다.

• 상하수도학회지
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• 제23권6호
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• pp.727-733
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• 2009

This study was performed to investigate the physical characteristics like compressive strength, permeability, porosity and the water quality removal characteristics of permeable concrete pavement filled with microbial-soil sheet to remove SS, organic matter and nutrients in artificial rainfall. As a result, it can show the removal efficiency is SS 90~95%, COD 85~93%, BOD 80~83%, T-N 61~75%, T-P 71~78% on WAPS I(W1) and WAPS II(W2). Therefore, permeable concrete pavement filled with microbial-soil sheet shows higher removal efficiency(SS 10%, organic matter and nutrients 30%) than a conventional porous concrete(W3). By filling microbial-soil sheet to permeable concrete pavement, we confirm that the function and efficiency are improved significantly and that a naturally-friendly facility can be developed and applied to treat non-point sources.

• 멤브레인
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• 제11권3호
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• pp.109-115
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• 2001

Polypropylene(PP)을 지지막으로 하여 in-situ 가교결합(cross-linking)방식을 이용한 pore-filled 이온교환막을 제조하였다. 다공성 PP막의 기공에 poly(vinylbenzyl chloride)(PVBCI)과 piperazine(PIP), 또는 1,4-diaminobicyclo [2,2,2]octane(DABCO)을 dimethylforamid(DMF)에 녹인 용액을 채워서 겔화시킨 후, 남아있는 chloromethyl 그룹에 trimethylamine을 이용하여 양이온인 암모니움 site를 형성시키면 pore-filled 음이온교환막이 형성된다. 이와 같은 2단계의 제조방식으로 제조된 pore-filled 분리막은 크기의 변화가 없이 안정되며, PVBCI의 농도와 가교제의 농도로써 고분자-겔의 함량(mass gain, MG)과 가교도가 간단하게 조절되는 것을 보여주었다. 특히 아주 낮은 압력(100 kPa)에서의 높은 수투과도(7.9kg/$m^2$hr, 지지막은 PP3, 73%의 MG, 10%의 가교도, PIP 가교제사용)는 연수용 분리막으로 충분히 활용될 수 있음을 보여준다.