• 한국지반공학회논문집
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• 제30권3호
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• pp.47-58
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• 2014

본 연구에서는 임기광산 폐석적치장을 형성하고 있는 광미의 불포화 특성을 조사하기 위하여 자동 흙-함수특성곡선(SWCC) 측정장치를 이용하여 건조 및 습윤과정에 따른 모관흡수력과 체적함수비를 측정하였다. 측정결과를 토대로 van Genuchten 방법을 이용하여 흙-함수특성곡선(SWCC)을 산정하였다. 산정된 흙-함수특선곡선(SWCC)의 ${\alpha}$와 n을 이용하여 흙의 종류를 구분하면 폐석적치장 광미시료는 점토질 모래(clayey sand)에 해당한다. Lu and Likos 방법으로 광미시료의 흡입응력특성곡선(SSCC)을 산정한 결과 흙-함수특성곡선(SWCC)과 유사한 S자형 곡선을 나타낸다. 동일한 유효포화도에서 건조과정의 흡입응력이 습윤과정의 흡입응력보다 크게 발생되는 이력현상이 나타났다. 그리고 불포화토의 유효응력은 공기함입치 이내로 작용할 경우 포화시 유효응력과 동일하나, 공기함입치 이상의 모관흡수력이 작용할 경우 포화토의 유효응력보다 큰 값을 갖는다. 한편, van Genuchten 방법으로 산정된 광미시료의 불포화 투수계수는 모관흡수력이 증가함에 따라 감소하며, 건조과정의 투수계수가 습윤과정의 투수계수보가 크게 발생됨을 알 수 있다.

• 한국농공학회지
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• 제44권1호
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• pp.116-124
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• 2002

Natural resources fur the construction materials such as good soil, sand, and coarse aggregates have been encountered to be short due to excessive use by human. Even though some soil has been found to be unsuitable for construction materials, soil with reinforcement can naturally be an answer to these alternatives. According to recently published papers on fiber mixed soil, fiber mixed with soil can improve shear strength, compressive strength and post-peak load strength retention. In this study, a series of tests were performed to clarify the characteristics of fiber mixed soil and to give basic data for design and construction and their engineering properties, that is, unconfined compressive strength, splitting tensile strength, shear strength, crack by drying, freeze-thaw, creep and Poisson\`s ratio, were investigated and analyzed. It has been shown that fiber mixed soil is one of good alternatives fur the civil and building construction materials.

• 한국지반공학회논문집
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• 제33권6호
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• pp.37-48
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• 2017

불포화 지반의 전단강도와 투수계수 산정에 이용되는 함수특성곡선은 건조과정과 습윤과정으로 나뉘며, 동일한 체적함수비에서 다른 흡수력을 나타내는 이력현상을 보인다. 강우 침투시 불포화 지반의 현장 거동은 습윤과정에 가깝게 발생하므로 수치해석 시에 습윤과정이 적용되어야 한다. 하지만 습윤과정이 건조과정보다 습득하는 시간이 오래 걸리기 때문에 주로 건조곡선이 사용되고 있다. 이를 보완하기 위해 건조곡선으로 습윤곡선을 추정하는 방법이 연구되어 왔으나, 방법이 복잡하고 잘 맞지 않는다. 따라서, 본 연구에서는 기존 자료를 바탕으로 습윤곡선 추정이 가능한 간편법을 제안하고 적용성을 검토하였다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2001년도 학술발표회 발표논문집
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• pp.65-68
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• 2001

This study was conducted to develop a soil moisture meter using capacitance probe. A parallel cylinder type capacitance probe (C-probe) was fabricated The 5 MHz of crystal oscillator was constructed to detect the capacitance change of the C-probe with moist soil. A third order polynomial regression model for volumetric water content having oscillation frequency changes at 5 MHz as independent variables presented the determination coefficient of 0.979 and root mean square error of $0.031\;cm^{3}cm^{3}$ for all soil samples. A prototype soil moisture meter consisting of the sample container, C-probe, oscillator, frequency counter and related signal procession units presented the correlation coefficient of 0.987 and the root mean square error of $0.032\;cm^{3}cm^{3}$ as compared with the oven drying method for unknown soil samples.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.28-33
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• 2006

Shallow failures of slopes in weathered soils are caused by infiltration due to prolonged rainfall. These failures are mainly triggered by the deepening of the wetting band accompanied by a decrease in suction induced by the water infiltration. In this paper, hysteresis on soil-water characteristic curve(SWCC) of granite and gneiss weathered soils are investigated using transient flow analysis respectively. Each case was subjected to artificial rainfall intensities and time duration depending on the laboratory-based drying and wetting processes. The results show that the unsaturated seepage on weathered slopes are very much affected by the initial suction of soils and unsaturated permeability of the soils. In addition, a granite weathered soil has a lower air-entry value, residual matric suction, and wetting front suction and less hysteresis loop than a gneiss weathered soil.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.471-476
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• 2000

Long-term behavior of reinforced clayey soil by model tests were performed to investigate the effect of reinforcement during loads and under static loads. In order to determine proper contents by weight of monofilament polypropylene fiber and calcium carbonate, the drying shrinkage and compressive strength tests had been conducted before model tests. Model tests were run on a clayey soil mixed with or without reinforcement and test specimen in test apparatus was placed in air dry for 7days before load application. In the case of fiber reinforced soil, the horizontal strain was lower than others during loads because the presence of fibers increased the soil's resistance to deformation. All of reinforced clayey soil, horizontal strain decreased as the water content decrease under static loads.

• 한국도로학회논문집
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• 제6권2호
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• pp.61-70
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• 2004

시멘트 안정처리는 우수한 강도발현, 내구성, 강성, 동상저항 등의 우수한 능력을 발휘하지만 건조수축으로 인해 표층부로의 반사균열을 발생시키는 단점을 가지고 친다. 이에 본 연구에서는 시멘트의 건조수축을 억제하여 표층부로의 반사균열을 억제할 수 있는 저수축 시멘트 안정처리기법에 대한 타당성을 연구하였다.

• 대한환경공학회지
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• 제33권9호
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• pp.670-676
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• 2011

인위적 중금속 오염 토양은 중금속용액과 토양 간 흡착평형, 여과 또는 원심분리, 건조과정을 거쳐 완성되어 토양세척 및 토양독성 실험에 널리 이용되고 있다. 그러나 많은 문헌에서 실험에 사용한 오염토양이 건조과정 이후 충분한 세척을 마친 후 사용되었는지 불분명하다. 본 연구는 중금속 오염 토양 제조 과정에서 최종 세척과정이 중금속 오염 농도에 미치는 영향을 파악하고자 하였다. 3가지 대표적 중금속 오염 토양 제조방법(슬러리 건조법, 평형 후 건조법, 여과 후 건조법)에 의한 중금속(Cd, Pb) 오염 농도 차이를 파악하고 이후 최종 세척과정이 제조 중금속 오염 토양 농도에 미치는 영향을 분석하였다. 중금속용액과 토양을 흡착평형 시킨 후 건조과정만을 거쳐 제조한 오염토양 내 중금속은 이후 단순 세척과정에서 50% 이상 용탈되는 것으로 나타났다. 중금속용액과 토양 간 흡착평형을 거쳐 중금속 오염 토양을 제조한 경우 실험 전 충분한 세척을 거치지 않는다면 이후 토양세척 및 토양독성 실험 결과에 지대한 영향을 미칠 것으로 예상된다. 그러므로 제조오염토양을 이용한 실험에서는 초기 중금속 농도 결정 시점을 중금속 흡착 완료 단계가 아닌, 흡착 후 충분한 세척이 완료된 이후 초기 토양중금속 농도로 결정하는 것이 바람직하다.

• 한국가구학회지
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• 제19권6호
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• pp.452-459
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• 2008

The compressed injection yellow ocher soil is the process-technology by drying the product through sunshine, not by firing like pottery and ceramic ware. It is the technology of development being able to achieve the far infrared ray and humidity adjustment by adding recycling paper, Korean paper and bamboo salt, and it corresponds with the construction enforcement ordinance 2007 as an interior-finishing product which is fire-resistant. In case that the yellow ocher soil would be used as lighting device and interior-finishing material and decoration, it could contribute to an improvement of National Health by avoiding the sick house syndrome and adding humidity adjustment, and it has more efficient economic effect due to using recycle-available additives. Through such developments of the yellow ocher soil products the domestic market of lighting device and construction material can be advanced and the replacement effect of imported goods & also export effect can be expected accordingly.

• 한국환경과학회지
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• 제3권2호
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• pp.89-100
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• 1994

It is very important to assess accurately the terms which are included in the heat budget equation of soil surface because they are used in the UM and miso-scale circulation modeling as well as in the micrometeorological studies. Each terms in the heat budget equation change according to the soil moisture content. So, it is necessary to specify clearly the relations between soil moisture content and these terms. Special experiment with micrometeorological measurements was executed to study these relations at Environmental Research Center of Tsukuba University, Japan. The results are as follow: 1. The soil moisture contents of 1 cm and 4 cm depth are oscillated with one day Period in drying process and the amplitude of variation of 1 cm depth is greater than that of 4 cm. 2. Increase in soil moisture contents due to precipitation result in decrease of albedo with step function. 3. Sensible heat is in reverse proportion to the soil moisture content and latent heat is in direct proportion to it. Latent heat is more sensitive than sensible heat according to the soil moisture variation. Net long wave radiation have high correlation with soil moisture. 4. Comparing with the radiative term with the flux term in wetting process due to precipitation, the energy transfer of the aero and thermodynamic flux is greater than that of the radiative heat flux.