• 한국토양비료학회지
• /
• 제43권4호
• /
• pp.415-423
• /
• 2010

포어 네트웍 모델들 (Pore network model)은 토양 공극의 구조를 조사할 때 유용한 도구들이다. 이런 모델들은 삼차원 이미지들에서 공극의 구조와 관련된 양적 정보를 제공한다. 이 연구는 포어 네트웍 모델을 이용하여 공극의 구조와 수리학적 특성들을 양적으로 측정하였다. 연구목표는 큰 크기의 이미지에서 공극의 구조에 관한 양적 정보를얻기 위해 포어 네트웍 모델을 적용하고, 토양수분특성과 수리 전도도를 삼차원 이미지로부터 계산하고 이 값들은 실험을 통해 얻어진 실험값들과 결합하여 토양의 수리적 특성을 분석하는 것이었다. 토양 시료들은 발티모아 도시 중심에 있는발티모어 과학센터에 위치한 실험부지에서 채취되었다. 불교란 원주형 시료들이 채취되었고, 22 ${\mu}m$ 의 해상도로 x선 단층 촬영되었다. 포어 네트웍은 중심축 변형에 의해 공극에서 축출되었고 이를 바탕으로 공극 구조가 계산되었다. 토양수분특성과 불포화 수리 전도도 값들은 토양 이미지에서 계산 되었다. 토양 밀도, 토양수분특성과 불포화 수리 전도도들은 3 토양 시료들로부터 실험을 통해 구하였다. 삼차원 이미지 분석은 토양 공극의 특성들을, 예를 들어 공극 부피, 길이, 굴곡도, 가장 정확히 분석하였다. 이런 정확한 분석은 토양 내 수문학적 정보를 정확히 산출할 수 있게 하였다. 계산된 값과 실험을 통한 실험치의 결합은 공극에 대한 더 광범한 범위를 분석할 수 있게 하였다. 이 연구를 통해 이미지에서 계산되고 측정된 수문학적 자료들은 토양 내대기공과 소기공을 모두 다 설명해 줄 수 있는 방법이라는 것이 밝혀졌다.

• 한국농공학회논문집
• /
• 제56권6호
• /
• pp.159-167
• /
• 2014

In this study the process of normalizing hydraulic head loss rate was developed for the purpose of estimation of seepage blocking state at each seepage segment in sea dike embankment. Pore water pressure sensors were installed with some interval along seepage path, then the hydraulic head loss rate at each segment between pore water pressure sensors was calculated, and then the calculated hydraulic head loss rate was normalized based on seepage path length. The comparison of normalized hydraulic head loss rates showed that the cross section of sea dike embankment was homogeneous approximately and the width of cross section was long enough to blocking tide water.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.1060-1067
• /
• 2009

Previous research on the slope failure has mainly reported that most of the slope failures occur due to surface rainfall infiltration in the rainy season. A slope of which surface is protected by shotcrete or plants, can also fail due to increase in pore water pressure from the ground water flow beneath the surface, rather than from the surface. In this study such case of slope behavior is investigated using the model test and numerical method including strength reduction method. Hydraulic boundary conditions of the slopes is considered using coupled numerical scheme. The failure mechanism of the slope is investigated and the effect of pore water pressure on slope safety is identified. Increase in pore water pressure due to lateral infiltration has significantly reduced the stability of slope.

• Advances in Computational Design
• /
• 제1권3호
• /
• pp.265-274
• /
• 2016

The present paper describes the results of numerical modeling of a dam founded on loose liquefiable deposit using PLAXIS-3D finite element software. Effect of a different dam water level on parameters like displacements, Excess Pore water pressures, Liquefaction potential and Accelerations is studied. El- Centro earthquake motion is applied as input earthquake motion. The results of this study show that different upstream dam water level greatly affects the displacements, excess pore pressure and displacement tendency of the underlying foundation soils and the dam.

• 생태와환경
• /
• 제41권1호
• /
• pp.19-25
• /
• 2008

팔당호에 설치된 인공식물섬 식생기반재 내에서 세균의 생태학적 기능을 파악하기 위하여 식생기반재 내의 공극수와 호숫물에서 총인(TP), 용존인(DIP), 총질소(TN), 질산성질소$(NO_3)$총세균수, 활성세균수와 체외효소활성도를 측정하였다. 인공식물섬 식생기반재의 공극수에서 TN과 $NO_3$농도는 각각 $4.4\sim7.5mg\;L^{-1}$, $1.2\sim3.8mg\;L^{-1}$ 범위로 호숫물보다 약 2배 높게 나타났으며, TP와 DIP값도 식생기반재 공극수에서 각각 $1.4\sim4.1mg\;L^{-1}$, $0.003\sim0.137mg\;L^{-1}$ 범위로 TP 값은 호숫물보다 약 $4\sim25$배, DIP값은 5.3배 높은 값이었다. 총세균수와 활성세균수는 호숫물보다 10배 이상 값을 보였다. 또한 phosphatase 및 $\beta$-glucosidase 활성도도 인공식물섬 공극수에서 호숫물보다 10배 이상의 높은 결과를 보여 식생기반재 내부에서 세균에 의한 영양염류의 농축과 왕성한 유기물질분해가 일어나고, 이 과정에서 수초의 성장, 동물플랑크톤의 증식 등 새로운 수생태계가 조성된 것으로 사료된다.

• 한국세라믹학회지
• /
• 제25권3호
• /
• pp.217-224
• /
• 1988

Alkoxide 법으로 합성한 알루미나의 동공 구조를 BET 법으로 구한 흡 탈착 등온선의 hysteresis loop와 동공 분포로부터 고찰하였다. 알루미나는 aluminum isopropoxide를 화학량의 물로 가수분해하여 제조하였고, 가수분해 온도는 3$^{\circ}C$와 8$0^{\circ}C$에서 수행하였다. 이어 20$0^{\circ}C$부터 50$0^{\circ}C$까지 단계적으로 승온시키며 일정시간 열처리하였다. 3$^{\circ}C$ 가수분해 시료의 동공부피는 열처리 온도에 비례하여 증가하였으며, 동공크기는 쌍입분포(twin peaked pore size distribution)형으로 나타났다. 그러나 8$0^{\circ}C$ 가수분해 시료는 열처리에 의하여 동공부피가 감소하고, 동공크기는 단입분포(single peaked pore size distribution)로 나타났다. 이러한 관찰 결과로부터 전자의 동공형태는 slit형, 후자는 ink-bottle형을 하고 있는 것으로 추정되었다. 이와 같이 가수분해 온도는 동공 형태를 결정하는 중요한 인자일 뿐만 아니라, 층상 알루미나의 구조수 일탈 거동을 결정하는데 중요하다. 열처리 효과는 단지 최종 제품의 동공 분포를 결정하는데 영향을 주고 있는 것으로 해석되었다.

• 한국해양공학회지
• /
• 제28권4호
• /
• pp.331-337
• /
• 2014

We analyzed the 3-D characteristics of the dynamic response of seabed around a submerged breakwater due to wave loading using a 3-D numerical scheme (LES-WASS-3D). Using our model, which considers the wave-structure-sandy seabed interactions in a 3-D wave field, we were able to investigate the 3-D characteristics of the pore-water pressure in the seabed around the submerged breakwater under various incident wave conditions. To verify the 3-D numerical analysis method suggested in this study, we compared the numerical results with the existing experimental results and found good agreement between them. The numerical analysis reveals that high pore-water pressure in the seabed is generated below a large wave height at the front slope of the submerged breakwater. It was also shown that the non-dimensional pore-water pressure in the seabed increases as the wave period increases because the wave energy dissipation decreases on the submerged breakwater and seabed as the wave period increases.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.1140-1147
• /
• 2005

The objective of this study was to identify the effect of the degree of saturation on the resilient modulus of cohesive soils as subgrade. Six representative cohesive soils representing A-4, A-6, and A-7-6 soil types collected from road construction sites across Ohio, were tested in the laboratory to determine their basic engineering properties. Resilient modulus tests were conducted on unsaturated cohesive soils at optimum moisture content, and samples compacted to optimum conditions but allowed to fully saturate. The subgrade compacted at optimum moisture content may be fully saturated due to seasonal change. Laboratory tests on fully saturated cohesive soils showed that the resilient modulus of saturated soils decreased to less than half that of soil specimens tested at optimum moisture content. The reduction of resilient modulus would possibly be caused by the buildup of pore water pressure. In resilient modulus testing performed in this study on saturated samples, pore water pressure increases were observed. Pore water pressure and residual pore water pressure gradually increased with an increase in deviator stress.

• Geomechanics and Engineering
• /
• 제1권1호
• /
• pp.35-52
• /
• 2009

A significantly thick zone of steep slopes is commonly encountered above groundwater table and the soils within this zone are unsaturated with negative pore-water pressures (i.e., matric suction). Matric suction contributes significantly to the shear strength of soil and to the factor of safety of unsaturated slopes. However, infiltration during rainfall increases the pore-water pressure in soil resulting in a decrease in the matric suction and the shear strength of the soil. As a result, rainfall infiltration may eventually trigger a slope failure. Therefore, understanding of shear strength characteristics of saturated and unsaturated soils under shearing-infiltration (SI) conditions have direct implications in assessment of slope stability under rainfall conditions. This paper presents results from a series of consolidated drained (CD) and shearing-infiltration (SI) tests. Results show that the failure envelope obtained from the shearing-infiltration tests is independent of the infiltration rate. Failure envelopes obtained from CD and SI tests appear to be similar. For practical purposes the shear strength parameters from the CD tests can be used in stability analyses of slopes under rainfall conditions. The SI tests might be performed to obtain more conservative shear strength parameters and to study the pore-water pressure changes during infiltration.

• 한국농공학회논문집
• /
• 제54권5호
• /
• pp.103-111
• /
• 2012

In this study, the full-scale laboratory model test on utilization of recycled aggregates and crushed stone as vertical drains to use an alternative material of sand in soft ground is performed. The settlement and pore water pressure were measured to evaluate the discharge capacity and filed application, and the results were compared and analyzed through the finite element method. The measured and estimated settlement in all vertical drain materials decreases gradually with the load increase. The measured settlement 6.55~8.63 mm, and the estimated by the Hyperbolic model was 7.45~7.92 mm. So the model used for the analysis can be applied to the settlement estimation of the actual field. The variations of pore water pressure with time showed constantly regardless of the load in all vertical drainage materials. The pore water pressure was similarity to that of sand after rapid drawdown. Therefore, it was applicable to the field because discharge capacity was enough to be an alternative material to the sand which had been being used as the vertical drains.