• 한국토양비료학회지
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• 제47권5호
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• pp.340-344
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• 2014

Compost and gypsum can be used to ameliorate soil physicochemical properties in reclaimed tidal lands as an organic and inorganic amendment, respectively. To evaluate effects of compost and gypsum on soil water movement and retention as a soil physical property, we measured the soil's saturated hydraulic conductivity and field capacity after treating the soil collected in a reclaimed tidal land with compost and gypsum. Saturated hydraulic conductivity of soil increased when compost was applied at the conventional application rate of $30Mg\;ha^{-1}$. However, the further application of compost insignificantly (P > 0.05) increased saturated hydraulic conductivity. On the other hand, additional gypsum application significantly increased soil saturated hydraulic conductivity while it decreased soil field capacity, implying the possible effect of gypsum on flocculating soil colloidal particles. The results in this study suggested that compost and gypsum can be used to improve hydrological properties of reclaimed tidal lands through increasing soil water retention and movement, respectively.

• Journal of Mechanical Science and Technology
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• 제16권7호
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• pp.959-965
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• 2002

Effective hydraulic conductivity of a statistically anisotropic heterogeneous medium is obtained for steady two-dimensional flows employing stochastic analysis. Flow equations are solved up to second order and the effective conductivity is obtained in a semi-analytic form depending only on the spatial correlation function and the anisotropy ratio of the hydraulic conductivity field, hence becoming a true intrinsic property independent of the flow field. Results are obtained using a statistically anisotropic Gaussian correlation function where the anisotropy is defined as the ratio of integral scales normal and parallel to the mean flow direction. Second order results indicate that the effective conductivity of an anisotropic medium is greater than that of an isotropic one when the anisotropy ratio is less than one and vice versa. It is also found that the effective conductivity has upper and lower bounds of the arithmetic and the harmonic mean conductivities.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.497-504
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• 1999

This study presents the physical and engineering characteristics of soil-bentonite admixed liner in I landfill. Main focus was the hydraulic conductivity of compacted soil-bentonite admixed and mechanisms governing low permeable properties of the admixed liner. Laboratory and field tests such as compaction, hydraulic conductivity, density, water content for the soil-bentonite admixed liner were carried out. Quality control criteria for the best construction of the soil-bentonite admixed liner was suggested through laboratory and field test results.

• 한국농공학회지
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• 제6권1호
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• pp.706-714
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• 1964

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.489-495
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• 2000

When microorganisms such as bacteria and fungi are injected into porous medium such as soils along with appropriate substrate and nutrients, biomass retained in the soil pore. Soil pore size and shape are varied from the initial condition as a result of biofilm formation, which make hydraulic conductivity reduced. In this research, hydraulic conductivity reduction was measured after microorganism are inoculated and cultured with synthetic substrates and nutrients. Biomass-soil mixture was evaluated its applicability to the field condition as an alternative liner material in landfill by measuring hydraulic conductivity change after repetitive freeze-thaw cycles.

• Geomechanics and Engineering
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• 제14권5호
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• pp.467-477
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• 2018

Estimation of hydraulic parameters is a critical step during design of foundation dewatering works. When many piles are installed in an aquifer, estimation of the hydraulic conductivity should consider the blocking of groundwater seepage by the piles. Based on field observations during a dewatering project in Shanghai, hydraulic conductivities are back-calculated using a numerical model considering the actual position of each pile. However, it is difficult to apply the aforementioned model directly in field due to requirement to input each pile geometry into the model. To develop a simple numerical model and find the optimal hydraulic conductivity, three scenarios are examined, in which the soil mass containing the piles is considered to be a uniform porous media. In these three scenarios, different sub-regions with different hydraulic conductivities, based on either automatic inverted calculation, or on effective medium theory (EMT), are established. The results indicate that the error, in the case which determines the hydraulic conductivity based on EMT, is less than that determined in the automatic inversion case. With the application of EMT, only the hydraulic conductivity of the soil outside the pit should be inverted. The soil inside the pit with its piles is divided into sub-regions with different hydraulic conductivities, and the hydraulic conductivity is calculated according to the volume ratio of the piles. Thus, the use of EMT in numerical modelling makes it easier to consider the effect of piles installed in an aquifer.

• 지질공학
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• 제30권2호
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• pp.147-160
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• 2020

지표 미고결퇴적층의 불포화 수리전도도는 지표 퇴적층의 물리적 성질과 함수비에 좌우된다. 지금까지 지표 미고결퇴적층의 불포화 수리전도도에 대하여 많은 연구가 수행되어왔다. 그러나 불포화 균열암반에 대한 수리전도도에 대해서는 상대적으로 연구가 적은 편이다. 중·저준위 방폐물의 표층처분시설 건설과 관련하여, 본 연구에서는 국내 방사성폐기물 처분부지 내 균열 혼펠스 암반에 대하여 반 게누텐 불포화함수(α, n)와 현장시험에서 얻어진 수리전도도를 서로 비교·분석하였다. 현장수리시험과 실내수리시험이 동시에 이루어진 지하수공 3공의 10개 구간에 대한 현장 수리전도도와 반 게누텐 매개변수에 대한 상관성 분석 결과, 현장 수리전도도와 매개변수α의 상관계수는 0.7607로 양의 상관관계를 보이며, 현장 수리전도도와 반 게누텐 형상관련 매개변수 n의 상관계수는 -0.8720으로 음의 상관관계를 보였다. 그러므로 이 연구는 불포화 균열 혼펠스에서 현장수리전도도와 실내수리시험에 의한 불포화함수의 관계를 확인하였다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.32-37
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• 1998

In this paper, the role of intermediate cover soils with respect to the leachate and gas flow is investigated from various field investigations and the hydraulic conductivity of the disposed waste is obtained using pumping and slug tests. From the results of field investigations, it was found that the flow of leachate and gas is prevented by the buried cover soils. The hydraulic conductivities of field pumping test and slug tests are well matched and stayed in the range of hydraulic conductivities of well compacted wastes in the literature.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2000년도 암반공학문제의 수치해석(Numerical Analysis in Rock Engineering Problems)
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• pp.139-146
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• 2000

지하 채굴에 따른 침하와 수리전도도의 변화 양상에 관하여 조사를 하였다. 채굴 후 암반내 발생하는 변형률과 변형률 의존 수리전도도와의 상호 관계를 나타내는 식을 얻기 위하여 절리 암반을 등가 다공질 매질로 고려하였으며, 단일 절리의 수리전도도는 평행판 이론을 적용하여 결정하였다. 해석 결과에 따르면 채굴 후 암반내 수리전도도의 변화는 침하에 의해 발생한 변형률에 직접적으로 연관이 있는 것으로 나타났다. 채굴적의 폭을 증가시킴에 따라 최대 침하량과 수리전도도의 크기가 증가하였다. 절리 간격은 수리전도도의 변화에 영향을 주는 것으로 나타났다.

• 터널과지하공간
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• 제10권3호
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• pp.387-394
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• 2000

지하 채굴에 따른 침하와 수리전도도의 변화 양상에 관하여 조사를 하였다. 채굴 후 암반내 발생하는 변형률과 변형률 의존 수리전도도와의 상호 관계를 나타내는 식을 얻기 위하여 절리 암반을 등가 다공질 매질로 고려하였으며, 단일 절리의 수리전도도는 평행판 이론을 적용하여 결정하였다. 해석 결과에 따르면 채굴 후 암반내 수리전도도의 변화는 침하에 의해 발생한 변형률에 직접적으로 연관이 있는 것으로 나타났다. 채굴적의 폭을 증가시킴에 따라 최대 침하량과 수리전도도의 크기가 증가하였다. 절리 간격은 수리전도도의 변화에 영향을 주는 것으로 나타났다.