• 한국지반신소재학회논문집
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• 제22권4호
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• pp.83-92
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• 2023

In this study, we conducted verification of key influencing factors during cone penetration testing using the developed Mini Cone Penetration Tester (Mini-CPT), and compared the experimental results with empirical formulas to validate the equipment. The Mini-CPT was designed to measure cone penetration resistance through a Strain Gauge, and the resistance values were calibrated using a Load Cell. Moreover, the influencing factors were verified using a model ground constituted in a soil box. The primary influencing factors examined were the boundary effect of the soil box, the distance between cone penetration points, and the cone penetration speed. For the verification of these factors, the experiment was conducted with the model ground having a relative density of 63.76% in the soil box. It was observed that the sidewall effect was considerably significant, and the cone penetration resistance measured at subsequent penetration points was higher due to the influence between penetration points. However, within the speed range considered, the effect of penetration speed was almost negligible. The measured cone penetration resistance was compared with predicted values obtained from literature research, and the results were found to be similar. It is anticipated that using the developed Mini-CPT for constructing model grounds in the laboratory will lead to more accurate geotechnical property data.

• 한국지하수토양환경학회지:지하수토양환경
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• 제11권1호
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• pp.45-53
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• 2006

본 연구에서는 토양의 전기가열 특성을 실험을 통해 규명함으로서, 전기저항열을 이용한 토양증기추출법을 실제 현장에 적용 시 토양가열 효율을 증가시키는 방안을 도출하기 위하여, 반응조를 이용한 토양 종류별 자체 특성에 따른 가열 특성과 외부에서의 전기적 특성의 조절을 통한 가열 특성을 살펴보았다 토양의 업자가 작을수록, 토양 내 이 온이 풍부할수록 전기가열 효율이 증가되었으며, 토양이 물로 포화된 경우에도 전기 가열 효율이 증가하였으나 공극률 이상으로 수분이 있는 경우는 오히려 효율이 떨어졌다. 전압이 증가할수록, 전극 사이가 짧아질수록, 유류 오염된 토양일수록 효율은 증가되었다 본 연구에서는 초기 전류와 전기전도도의 정량적 상관관계를 도출함으로써 직접적인 전기가열 실험 없이 전기전도도로 반응조 내 토양이 $100^{\circ}C$ 온도 상승의 가능성을 예측할 수 있게 됐다.

• 한국해안·해양공학회논문집
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• 제24권1호
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• pp.26-35
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• 2012

지금까지 하천 및 해류에서의 지반의 수리저항 특성에 대한 연구는 흐름의 방향을 고려하지 않고 주 흐름방향에 대해서만 고려해 왔다. 최근 왕복류 흐름에 의한 지반의 수리저항특성에 대한 연구결과에 의하면 세립질 및 조립질 시료 모두에서 일방향 흐름보다 왕복류를 고려한 양방향 흐름에서 세굴률이 크게 발생 하는 것으로 나타났다. 그러나 해안구조물이 설치되는 해안 또는 협곡에서 흐름의 방향은 반드시 $180^{\circ}$를 이루지 않으므로 흐름의 입사각이 지반의 수리저항성능에 미치는 영향에 대한 검토가 반드시 필요하다. 이에 흐름방향을 고려할 수 있도록 개선된 수리저항성능 실험기를 이용하여 인공적으로 조성된 점성 세립질 및 점성 조립질 시료에 대하여 $0^{\circ}$, $90^{\circ}$, $135^{\circ}$, $180^{\circ}$의 입사각을 갖는 흐름에 대한 일방향 및 양방향 수리저항성능을 평가하였다. 실험결과 세립질 및 조립질 시료 모두에서 입사각이 커짐에 따라 수리저항성능은 감소하고 세굴률이 증가하는 것으로 나타났다. 압밀압력이 낮은 경우에는 세립토의 수리저항성능이 급격히 떨어지나 압밀압력이 큰 경우에는 조립토의 수리저항성능이 세립토에 비해 약간 더 빠르게 감소하는 것으로 나타났다. 최종적으로는 양방향 흐름일 경우 가장 큰 세굴률이 발생하므로 다양한 흐름방향에 노출되는 구조물의 경우는 양방향 흐름에 대해 수리저항성능을 평가하는 것이 타당한 것으로 판단된다.

• Journal of Microbiology and Biotechnology
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• 제18권2호
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• pp.199-206
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• 2008

Four hundred and thirteen oxytetracycline-resistant bacteria were recovered from six freshwater giant prawn farms with a history of oxytetracycline use. Most oxytetracycline-resistant isolates were Gram-negative bacteria. Six groups of oxytetracycline-resistant bacteria were classified using cluster analysis based on a comparison of levels of oxytetracycline resistance. Complex fingerprint patterns were obtained for 71 isolates studied. In general, the band patterns of isolates from different ponds were very similar, and the data indicated that the isolates were closely related. The exploration for cross-resistance found that most of the 71 oxytetracycline-resistant isolates were also resistant to tetracycline and chlortetracycline, but had a relatively low resistance to doxycycline. Many isolates showed higher chlortetracycline resistance than oxytetracycline resistance. Additionally, the oxytetracycline-resistant isolates were examined for the presence of tetracycline resistance (tet) genes. Fifty percent of the isolates carried one of the 14 known tet genes examined. The most common determinants were TetA and TetD. However, TetB, TetC, TetE, TetK, TetL, and TetM were also found with various frequencies.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 가을 학술발표회 논문집
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• pp.383-390
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• 1997

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 A
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• pp.434-436
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• 2000

It is difficult to accurately measure the ground resistance because it varies widely not only with the type of soil but also with the ground parameters; the moisture, the temperature the buried depth of electrodes, and the ground augmentation material and so on. Therefore, in this paper we analyzed the relation between the parameters and the resistance of ground in order to obtain a method of maintaining ground resistance stable. In experiments, the variation coefficients of ground resistance were calculated by the monthly measured data. The ground resistance decreases as the length of the ground rod increases. The variation between the ground resistance and the moisture rate of soil was low in case of using the ground augmentation material. Without the ground augmentation material, the ground resistance decreases as the moisture rate of soil increases. The ground resistance becomes small when the earth temperature becomes low.

• 한국태양에너지학회 논문집
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• 제32권5호
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• pp.68-74
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• 2012

Investigation of the effective soil thermal conductivity($k$) is the first step in designing the ground loop heat exchanger(borehole) of a geothermal heat pump system. Another important factor is the borehole thermal resistance($R_b$). Thermal response tests offer a good method to determine the ground thermal properties for the total heat transport in the ground. The first step is measured for initial soil temperature. This is done by supplying a only pump power into a borehole heat exchanger. They need to supply into water unload heat power more than 30 minutes. In this study, the initial soil temperature was found to analysis $14.1{\sim}16.0^{\circ}C$,the ratio was 68.7% represented. In this case of $k$, was 2.1~3.0 $W/m{\cdot}k$, $R_b$ was 0.11~0.20 $m{\cdot}K/W$. In this work, it is also shown that the distribution of a soil thermal conductivity and borehole thermal resistance were on the influence of initial soil temperature. And soil thermal conductivity was related with factors of equation by linear least square method, borehole thermal resistance was on the influence of composite factors.

• 한국산림과학회지
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• 제94권4호통권161호
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• pp.281-286
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• 2005

수목은 뿌리에 의한 토양수분의 제거와 기계적인 보강효과를 통해 토괴가 사면 하부로 이동하는 것을 막아 안정하게 하는 역할을 한다. 본 연구는 자연사면상에서 이런 보강효과를 정량화하기 위해, 표준사에 다른 형태로 수목의 뿌리를 내재시켜 직접전단시험을 실시하였으며, 공시뿌리로서는 잣나무가 이용되었다. 실험은 뿌리가 내재된 것과 그렇지 않은 토양에서 실시하였으며, 여러 수준의 수직구속 압력에서 최대 전단저항력을 측정하였다. 뿌리에 의해 증가된 토양전단저항력은 측정된 토양의 내부마찰각과 점착력 등의 토양변수를 이용하여 계산하였으며, 전단상자내의 뿌리배열에 의한 효과도 함께 분석하였다. 실험결과 전단저항력은 뿌리의 개수와 직경이 증가할수록 증가하였으며, 뿌리의 배열 형태가 십자 배열일 때 가장 큰 효과를 나타내었다. 또한 실험을 통해 확인한 전통적인 토양보강 모델과의 비교에서는 기존 모델의 선형성으로 실제 실험 결과와 일치하지 않는 경향을 나타내었다.

• Journal of Biosystems Engineering
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• 제11권2호
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• pp.14-22
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• 1986

This study was carried out to find a method which can be used to measure the soil moisture content of the soil bin exactly and quickly. And gypsum block is used as an instrument in measuring soil moisture content in the field of green house farming, etc.. However the characteristics of gypsum block, or the guide line of making gypsum block is not well introduced in Korea. So the information about gypsum block such as the density of gypsum, type of electrode, dimension of electrode, distance between electrodes, density of surrounding soil were included in this study and their effects on the relationship between soil moisture content and electrical resistance were investigated. The results of this study are as follows; 1. The grid type electrode was quicker in accessing the equilibrium condition and showed more sensitive response to the change of soil moisture content than the plate type electrode. 2. The longer the distance between the electrodes, the larger the electrical resistance, and the distance of 3 to 5 mm was recommended. 3. The larger the width of the electrode, the smaller the electrical resistance. However, there was no significance between the levels designed in this study. Considering the size of the gypsum block itself, the adaptible range of width may be 4 to 8 mm. 4. The higher the density of gypsum, the smaller the electrical resistance. And the block of lower density was broken down in the soil of higy moisture content. The optimum ratio of gypsum to water was 7:5. 5. The measuring system used in this study allowed simultaneous, multi-data acquisition. So this system using A/D converter can be applied to the measurement of soil moisture content of soil bin.

• Geomechanics and Engineering
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• 제12권6호
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• pp.899-917
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• 2017

Sixty four tests were performed in a steel tank to investigate the axial responses of piles driven into organic soil prepared at two different densities using a drop hammer. Four different pile materials were used: wood, steel, smooth concrete, and rough concrete, with different length to diameter ratios. The results of the load tests showed that the shaft load capacity of rough concrete piles continuously increased with pile settlement. In contrast, the others pile types reached the ultimate shaft resistance at a settlement equal to about 10% of the pile diameter. The ratios of base to shaft capacities of the piles were found to vary with the length to diameter ratio, surface roughness, and the density of the organic soil. The ultimate unit shaft resistance of the rough concrete pile was always greater than that of other piles irrespective of soil condition and pile length. However, the ultimate base resistance of all piles was approximately close to each other.