• 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.

• 멤브레인
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• 제22권2호
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• pp.104-112
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• 2012

Chemically stable Polyvinylidene fluoride-hexa-fluoropropane (PVDF-HFP) copolymer asymmetric membranes were prepared by the conventional phase inversion process, using Dimethyacetamide (DMAc) as a solvent and water as a non-solvent. To control the pore size and porosity of the PVDF-HFP membranes, tetra-ethoxysilane (TEOS) was used as a pore-forming agent. The prepared membranes were characterized, using several analytical methods such as Fourier Transform Infrared spectroscopy (FTIR), Thermo-gravimetric analyzer (TGA), Field Emission Scanning Electronic Microscopy (FESEM). TEOS turned out to increase porosity and make homogeneous pores on the membranes. Depending on the composition of the dope solutions, the pore size was ranged from 0.1 to 1.0 ${\mu}m$. The flux of the PVDF-HFP membranes prepared by using TEOS as a pore forming agent was increased substantially without much decrease in the rejection. When 15 wt% PVDF-HFP solution was blended with 13 wt% TEOS solution at composition ratio of 70/30 in wt%, the water flux at 2 bars was about 2 $m^3/m^2day$.

• 한국세라믹학회지
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• 제30권4호
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• pp.273-278
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• 1993

Using water vapor (de)sorption isotherm, pore structure analyses were performed for hardened cement pastes by a combination of the "MP-method" for the micropores and the "corrected modelless method" for the wide pores. This work was carried out to investigate the pore structure and to understand the microstructural basis of alumina cement developing much higher strength than Portland cement. Alumina cement shows extremely low microporosity and its wide pores are also composed mainlyof pores with very small radii. And the pore structure analysis results are consistent with the high strength property of alumina cement.y of alumina cement.

• Geomechanics and Engineering
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• 제17권2호
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• pp.157-164
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• 2019

The effect of electrochemical modification of the physical and mechanical properties of sandstone from Paleozoic coal measure strata was investigated by means of liquid nitrogen physical adsorption, X-ray diffraction and uniaxial compressive strength (UCS) tests using purified water, 1 mol/L NaCl, 1 mol/L $CaCl_2$ and 1 mol/L $AlCl_3$ aqueous solution as electrolytes. Electrochemical corrosion of electrodes and wire leads occurred mainly in the anodic zone. After electrochemical modification, pore morphology showed little change in distribution, decrease in total pore specific surface area and volume, and increased average pore diameter. The total pore specific surface area in the anodic zone was greater than in the cathodic zone, but total pore volume was less. Mineralogical composition was unchanged by the modification. Changes in UCS were caused by a number of factors, including corrosion, weakening by aqueous solutions, and electrochemical cementation, and electrochemical cementation stronger than corrosion and weakening by aqueous solutions.

• Membrane and Water Treatment
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• 제13권4호
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• pp.167-172
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• 2022

The analytical results are presented for the mass transfer in a cylindrical pore covering from the macroscale, multiscale to nanoscale owing to the variation of the inner diameter of the pore. When the thickness h_bf of the physically adsorbed layer potentially fully formed on the pore wall is comparable to but less than the inner radius R₀ of the pore, the multiscale flow occurs consisting of both the nanoscale non-continuum adsorbed layer flow and the macroscopic continuum liquid flow; When R₀ ≤ h_bf, the flow in the whole pore is essentially non-continuum; When R₀ is far greater than h_bf, the flow in the whole pore can be considered as macroscopic and continuum and the adsorbed layer effect is negligible.

• 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 2000년도 가을 학술발표회 논문집
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• pp.427-434
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• 2000

Hydraulic conductivity of soil-cement was measured as a function of some selected construction variables that are often encountered in practice. They are initial (or compaction) water content, delayed compaction after mixing, and repeated freezing and thawing. Sandy and clayey soils were used. The hardening agent used was a cement based soil stabilizer consisting of 80% of ordinary Portland cement and 20% of a combination of supplementary materials. Hydraulic conductivity of soil-cement with varying initial water content was, in trend, similar to that of compacted clay. Hydraulic conductivity of soil-cement decreased with increasing initial water content and reached its minimum when compacted wet of optimum water content. Pore size distributions of soil cement at different initial water contents were analyzed using mercury intrusion porosimetry. The analysis showed that dryer condition led to the formation of larger pores with lesser total pore volume; smaller pores with larger total pore volume at wetter condition. Hydraulic conductivity of soil-cement increased by orders in magnitude when specimen underwent delayed compaction of longer than 4 hours after mixing and repeated freezing and thawing.

• Geomechanics and Engineering
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• 제18권3호
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• pp.235-245
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• 2019

This paper presents a novel methodology for face stability assessment of rock tunnels under water table by combining the kinematical approach of limit analysis and numerical simulation. The tunnels considered in this paper are excavated in fractured rock masses characterized by the Hoek-Brown failure criterion. In terms of natural rock deposition, a more convincing case of depth-dependent mi, GSI, D and ${\sigma}_c$ is taken into account by proposing the horizontally layered discretization technique, which enables us to generate the failure surface of tunnel face point by point. The vertical distance between any two adjacent points is fixed, which is beneficial to deal with stability problems involving depth-dependent rock parameters. The pore water pressure is numerically computed by means of 3D steady-state flow analyses. Accordingly, the pore water pressure for each discretized point on the failure surface is obtained by interpolation. The parametric analysis is performed to show the influence of depth-dependent parameters of $m_i$, GSI, D, ${\sigma}_c$ and the variation of water table elevation on tunnel face stability. Finally, several design charts for an undisturbed tunnel are presented for quick calculations of critical support pressures against face failure.

• 자원환경지질
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• 제41권3호
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• pp.327-334
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• 2008

퇴적물 공극수의 화학적 특성과 영양분의 농도변화 및 이동특성 파악은 지표수 수질관리에 중요한 요소가 된다. 밭토양 30cm와 상등수 15cm로 구성된 microcosm을 이용하여 담수에 의한 토양 공극수 및 상등수의 화학적 특성과 영앙분의 농도변화를 6개월 동안 모니터링하였다. 담수 5주가 경과한 후 토양 색은 yellowish red에서 grey로 변하였으며 토양표면에 붉은 색의 산화층이 관찰되었다. 토양 공극수의 산화환원전위와 pH는 감소하였다. 담수에 의하여 상등수의 $NO_3^-$ 농도는 증가하고 PO_4^{3-}$ 농도는 감소하였으나 토양 공극수의 $NH_4^+$, $PO_4^{3-}$, FE, Mn 농도는 증가하였다. 상등수의 $NO_3^-$ 농도 증가는 토양에서 생성된 $NH_4^+$가 상등수로 이동 및 산화에 기인하며, 토양 공극수의 PO_4^{3-}$ 농도증가는 산화철과 산화망간의 용해에 의하여 이에 흡착되어 있던 PO_4^{3-}$가 용출됨에 기인한 것으로 판단된다. PO_4^{3-}$에 대한 흡착력이 강한 산화철과 산화망간을 많이 함유하고 있는 토양표면의 산화층은 PO_4^{3-}$의 토양으로부터 상등수로 확산을 방해하는 것으로 판단된다.

• 한국농공학회논문집
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• 제47권4호
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• pp.43-52
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• 2005

It is known in some literatures that the B value is not equal to unity in saturated soil when effective stress is given, in which the B Value is the ratio of measured excess pore water pressure and isometric loading pressure. In this study the B value was measured on various effective stresses and on various incremental loading stresses in various grain size of specimens with saturated sand. The test results showed that the B value was affected largely by grain size of sand in specimen and the amount of effective stress. There was the semi-logarithmic relationship between B value and effective stress, and also there was the linear relationship between the gradient of the former semi-logarithmic relationship and grain size of specimen.