• 한국지반공학회지:지반
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• 제8권2호
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• pp.59-70
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• 1992

지질구조의 일례를 모형화하여 3종류 시료에 대해 간극수압계를 사용하여, 가압수두와 간극비 변화에 따른 간극수압 변화측정을 60회의 실험을 통하여 실시하였다. 본 연구는 불포화 붕적토층에서 간극비와 가압수두 변화에 따른 간극수압의 변화를 기록하여 최종간극수압 VWT와 공기간극수압 Ua를 구하여 이들의 변화를 최종반응률과 공기반응률로 나타냈으며, 시료별로 투수계수와 간극비의 관계를 수식화 하였다. 실험결과 시료에 따라 간극수압 변화 형태가 계단형과 파형으로 나타났으며, 최종간극수압까지의 시간 지체는 모래, 사질실트, 점토질 모래 순이었다.

• Geomechanics and Engineering
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• 제19권5호
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• pp.435-445
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• 2019

A series of element tests with different drainage conditions and strain rates were performed on compacted unsaturated non-plastic silt in unconfined conditions. Soil samples were compacted at water contents from dry to wet of optimum with the degree of saturation varying from 24 to 59.5% while maintaining the degree of compaction at 80%. The tests performed were shear infiltration tests in which specimens had constant net confining pressure, pore air pressure was kept drained and constant, just before the shear process pore water pressure was increased (and kept constant afterwards) to decrease matric suction and to start water infiltration. In constant water content tests, specimens had constant net confining pressure, pore air pressure was kept drained and constant whereas pore water pressure was kept undrained. As a result, the matric suction varied with increase in axial strain throughout the shearing process. In both cases, maximum shear strength was obtained for specimens prepared on dry side of optimum moisture content. Moreover, the gradient of stress path was not affected under different strain rates whereas the intercept of failure was changed due to the drainage conditions implied in this study.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 2007년도 추계학술발표논문집
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• pp.179-186
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• 2007

The best way to understand paper properties is to study paper structure. Paper is composed solid materials (pulp and other additives) and air three-dimensionally, it's important to understand pore structure of the paper. There are several method to analysis pore structure of the paper. Mercury intrusion technique is frequently used for the characterization of the porous paper, giving access to parameters such as pore size and pore distribution. But some researchers indicated mercury intrusion distorts the structure due to application of high pressure. So this paper suggest new analysis technique to pore structure of the paper. New pore analysis technique with SEM does not require high pressure, gives good resolution and measures pore structure.

• 한국지반공학회논문집
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• 제23권10호
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• pp.57-64
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• 2007

현재 불포화토에 대한 많은 연구가 진행되어 왔고 최근 들어 많은 연구자들이 불포화지반의 안정성을 보다 합리적으로 판단하고 해석하기 위해 불포화상태를 고려한 연구의 필요성을 제기하여 왔다. 이를 위해서는 흡인력에 대한 전단강도의 증진효과를 정량화하고 이를 안정해석에 적용하는 것이 요구되고 있는 실정이다. 따라서 본 연구에서는 불포화 사질토의 전단강도 특성을 규명하기 일해서 국내에 널리 분포하는 화강풍화토 7가지를 대상으로 불포화 삼축압축시험을 수행하였으며, 결과치를 분석하여 강도특성을 규명하고자 한다.

• 지구물리
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• 제6권2호
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• pp.107-119
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• 2003

The behavior of pore pressure and effective stress in a highly saturated sand bed under variations in the water pressure in its surface were investigated to determine the mechanism of the collapse of hydraulic structures during flooding or when attacked by storm waves. The vertical, one-dimensional model was used as a basic model to clarify the effect of water pressure variation on only to the vertical direction. The theoretical results show that a sand bed under variations of water pressure is weakened by an increase in excess pore pressure and that under certain conditions the sand bed will liquefy. Although many factors related to water pressure variation and property of the material determine this phenomenon, the mist important factor seems to be the small amount of air present in the sand bed. The theoretical results reported are verified by experiments.

• 대한토목학회논문집
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• 제14권3호
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• pp.583-594
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• 1994

자연사면 붕괴의 주요인의 하나는 연약층에서의 간극수압 상승이다. 따라서 이 연약층내의 간극수압 계측이 중요하다. 본 연구는 피압지하수위, 풍화암반 파쇄대의 투수성 그리고 연약층의 풍화정도를 고려한 간극수압 계측의 실내모형 실험이다. 제3기층 붕괴형과 붕괴성 붕괴형의 모형으로 피압지하수 상태에서 filter의 투수성에 따른 연약층내에서의 간극공기압 및 간극수압의 반응을 측정하였다. 간극압의 반응양상에 있어서 제3기층 붕괴형은 시간 변화에 따라 반응양상이 계단형(step type)으로 나타났고 붕괴성 붕괴형은 파형(wave type)으로 나타났다. 간극수압 반응율은 제3기층 붕괴형이 붕괴성 붕괴형보다 크며, 연약층의 풍화도의 증가에 따라 간극수압 반응율은 감소하였다.

• 토지주택연구
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• 제1권1호
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• pp.59-65
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• 2010

The paper presents a comparison between a semi-implicit time integration linear finite element implementation and fully-implicit nonlinear Newton-Raphson finite element implementation of a triphasic small strain mixture formulation of an elastic partially saturated porous medium. The pore air phase pressure pa is assumed atmospheric, i.e., $p_a$ = 0, although the formulation and implementation are general to handle increase in pore air pressure as a result of loading, if needed. The solid skeleton phase is assumed linear isotropic elastic and partially saturated 'consolidation' in the presence of surface infiltration and traction is simulated. The verification of the implementation against an analytical solution for partially saturated pore water flow (no deformation) and comparison between the two implementations is presented and the important of the porosity-dependent nature of the partially saturated permeability is assessed on comparison with a commercial code for the partially saturated flow with deformation. As a result, the response of partially saturated permeability subjected to the porosity influences on the saturation of a soil, and the different behaviors of the partially saturated soil between staggered and monolithic coupled programs is worth of attention because the negative pore water pressure in the partially saturated soil depends on the difference.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.743-750
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• 2002

Unsaturated soil has a possibility to induce a negative pore water pressure. Until now, saturated soil is mainly focused on the research of soil mechanics. Recently, soil mechanics is researched on two major parts such as saturated and unsaturated soil mechanics. Negative pore water pressure has a non-linear relationship with the water content changes. Soil-water characteristic curves of soil in Korea are not determined. There is no proper characteristic value such as air-entry value and residual water content. In this study, the characteristic curves of reclaimed soil, sand, and weathered granite soil were determined by laboratory tests. Air-entry value and residual water content were determined by fitting methods. Soil-water characteristic curves were estimated based on the particle-size distribution and compared with the laboratory test results. The results of soil-water characteristic curves estimation indicated that Fredlund and Wilson's model is excellent for sand and weathered granite soil. Arya and Paris's model is excellent for reclaimed soil.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.998-1003
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• 2008

It has been recognized unsaturated soil behaviour playing an important role in geomechanics. Up to now, only a few experimental data are available for the technical difficulties related to both volume changes and suction measurements. In this study, the volume changes of unsaturated compacted silty soil were monitored with proximeter (i.e. non-contactable transducer) during various triaxial compression tests, which gave a realistic estimation in the volume changes of unsaturated soil sample. Various triaxial compression tests for unsaturated soil under different drainage conditions are carried out. The behaviour of the pore pressure, namely, the pore-air pressure and the pore-water pressure, and matric suction during the shearing tests are investigated. The experimental results have revealed that the mechanical behaviour of unsaturated soil can be significantly affected by the matric suction.

• Journal of Korean Society for Atmospheric Environment
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• 제12권E호
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• pp.19-28
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• 1996

A pore concensation-based separation technique was studied experimentally using toluene and xylene in a nitrogen stream. The removal rate of toluene and xylene on a microporous ceramic membrane was enhanced by increasing the partial pressure difference across the membrane, but the selectivity was reduced with increasing flux of nitrogen. This was found both in vacuum and pressure modes of operation. The experimental results from this study suggest that the pores mear the inlet portion of the module were filled with the organic solvent while the pores near the exit section of the module were slightly opened as the solvent concentration was depleted along the module. In the case of xylene, the rate of N$_{2}$ permeation was reduced considerably relative to toluene, resulting in a much higher separation gactor. Condensibility of xylene appeared to be higher than that of toluene, the potential for pore condensation-based separation of xylene was also found to be higher than that for toluene.