• 한국지하수토양환경학회지:지하수토양환경
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• 제10권2호
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• pp.35-43
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• 2005

토양의 유류오염복원에 가장 널리 사용되어지는 Bioslurping system은 Pump and Treatment (P&T), Soil Vapor Extraction (SVE), 그리고 Bioventing (BV) 공정을 복합한 지중(in-situ) 복원기술이라 할 수 있다 그러나 Bioslurping system은 비휘발성 유기물질, 난분해성 유기물질을 처리에 어려움을 가지고 있어 이를 보완할 수 있는 Modified Fenton 반응을 이용한 Hybrid process system의 동시처리 가능성을 실험하였다. 디젤로 오염된 사질토양복 원에 있어서 SVE 공정에 의한 복원과정에서 디젤 제거율이 진공압에 비례하여 증가하였으나 토양에 강하게 흡착된 디젤 성분중의 비휘발성 물질처리에는 한계가 있음을 나타내었다. 또한 지표면과 지하에서 제거 효율의 차이를 나타냄으로서 지표면 또는 추출정과 거리가 멀어질수록 SVE 공정의 효율이 감소하는 것을 확인하였으며 이는 원통형반 응기에서 공기의 흐름이 반구형태로 유도되는 것에 기인한다고 판단된다. Modified Fenton 반응과의 생물학적 화학적 Co-oxidation을 이용한 디젤의 처리의 경우에는 Modified Fenton 반응의 효율이 낮게 나타나 0.1% (wt) 과산화수소가 존재함에 있어서도 92.8%의 높은 디젤분해능을 나타냄으로서 과산화수소가 유류분해 미생물에 산소원으로 사용될 수 있는 것은 확인하였으나 Co-oxidation의 가능성이 현저하게 떨어지는 것으로 보인다. Modified Fenton 반응에서 철 착체물로서 NTA를 사용했을 때가 EDTA를 사용했을 때보다 더 높은 효율을 갖는 것과 괴산화수소의 농도가 높아지면서 Modified Fenton 반응의 효율도 증가하는 것을 확인하였다. 대표적인 방향족, 지방족 화합물 (aromatic, aliphatic compound)인 toluene, hexadecane을 오염원으로 한 Modified Fenton 반응에서 상대적으로 지방 족 화합물의 상대적 안정성으로 인하여 그 효율이 방향족 화합물에 비해 크게 감소하는 것으로 나타났다. 또한 디젤을 오염물로 사용하였을 경우, 최소 10% 이상의 과산화수소에서 그 효율을 나타내어 Bioslurping system에 의한 처리 후 토양에 잔존하는 디젤의 Modified Fenton 반응 공정을 이용한 복원기술의 복합화 가능성을 확인하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제7권2호
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• pp.63-71
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• 2002

본 연구에서는 점토차수재의 대체물질로서 매립지 현장토에 첨가재(시멘트, 벤토나이트 고화제)를 혼합하는 방법인 개량혼합토 공법을 대상으로 하여, 토목 환경적인 연구로서 차수/강도 효과 및 회분식/컬럼식 테스트를 통한 중금속의 고정능력에 관한 평가를 수행하였다. 지반공학적 연구(투수계수/압축실험)를 실시한 결과, CL 계열의 현장토(CL)에 첨가재(시멘트, 벤토나이트: 팽윤도로 구분하여 고품위 벤토나이트 B\circled1. 저품위 벤토나이트 B\circled2. 고화제)를 혼합함으로써 폐기물 매립지의 법적 기준(1x10-7cm/sec 이하)을 만족하였다. 또한 개량혼합토 제조시 시멘트 : 벤토나이트 : 고화제 = 90 : 60 : 1의 비율이 가장 적합하였으며, 팽윤도로 구별된 저품위 벤토나이트(B\circled2)의 사용가능성을 보여주었다. 첨가재의 종류에 따른 개량혼합토(column2, 3, 4)의 양이온교환능력(Cation Exchange Capacity, CEC) 측정 결과, 현장토와 비교하여 약 1.5배 정도 CEC가 증가한 것을 확인할 수 있었으나, 첨가재에 따른 큰 차이점은 보이지 않았다. 화학구성과 결정구조의 변화를 살펴보기 위한 XRF와 SEM측정 결과, 첨가재에 따른 고화토의 결정구조의 큰 변화 양상을 확인할 수 없었다. 컬럼을 사용하여 중금속($Pb^{2+}$ $Cu^{2+}$ , $Cd^{2+}$ , $Zn^{2+}$ l00mg/L)을 혼합한 인공침출수를 현장토(columnl)와 첨가재의 종류에 따른 개량혼합토(column2, 3, 4)에 적용시킨 결과, 현장토의 경우, 유출수의 pH가 감소됨과 동시에 $Cd^{2+}$ 와 $Zn^{2+}$가 유출되어 거의 파과점까지 도달하였으며, 현장토의 중금속 고정능력은 $Pb^{2+}$ ≒$Cu^{2+}$ > $Zn^{2+}$ > $Cd^{2+}$ 순으로 나타났다. 개량혼합토의 경우, 동일한 시점에서 column l에서 보여졌던 파과 현상은 나타나지 않았고, 팽윤도가 높은 B\circled1(column 2)보다 저급의 B\circled2(column 3)를 첨가한 개량혼합토가 화학적으로 훨씬 안정함을 보여주었으며, 시멘트, 벤토나이트와 함께 보조적으로 고화제(column 4)를 첨가했을 경우, 이러한 결과가 한층 더 두드러진다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 추계학술발표회
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• pp.103-106
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• 2001

A remediation technology consisting of biodegradation and a modified Fenton reaction was developed to degrade mixtures of polycyclic aromatic hydrocarbons (PAHs) at a former manufactured gas plant (MGP) site. The original Fenton reaction (i.e., $H_2O$$_2$ + Fe$^{2+}$) was modified to be biocompatible by using ferric ions and chelating agents such as catechol and gallic acid. The modified reaction was effective in degrading PAHs at near neutral pH and thus was compatible with biodegradation. By the combined treatment of the modified Fenton reaction and biodegradation, more than 98% of 2- or 3-ring hydrocarbons and between 70 and 85% of 4- or 5-ring compounds were degraded in the MGP soil, while maintaining its pH about 6.6.

• Structural Engineering and Mechanics
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• 제33권1호
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• pp.67-77
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• 2009

The soil response calculation is described, by which, threw the fictive path of stress, the stress-deformation diagrams are determined, considering the nonlinear soil behavior. The calculation are lead incrementally, by which is shown that in the presented soil model (modified Cam Clay), considering the influence of overconsolidated soil pressure OCR, the number of calculation steps may, but not necessarily, have a sufficient influence on the value of failure load and definite soil deformation. The simplicity and the practicalness of the procedure, the enables modeling the complex relations in soil.

• Geomechanics and Engineering
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• 제25권3호
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• pp.221-231
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• 2021

A two dimensional model of linearly elastic soil spring used for the settlement analysis of the flexible mat foundation is suggested in this study. The spring constants of the soils underneath the foundation were modeled assuming uniformly vertical load applied onto the foundation. The soil spring constants were back calculated using the three-dimensional finite element analysis with Midas GTS NX program. Variation of the soil spring constants was modeled as a two-dimensional polynomial function in terms of the normalized spatial distances between the center of foundation and the analytical points. The Lysmer's analog spring for soils underneath the rigid foundation was adopted and calibrated for the flexible foundation. For validations, the newly proposed soil spring model was incorporated into a two dimensional finite difference analysis for a square mat foundation at the surface of an elastic half-space consisting of soft clays. Comparative study was made for elastic soils where the shear wave velocity is 120~180 m/s and the Poisson's ratio varies at 0.3~0.5. The resulting foundation settlements from the two dimensional finite difference analysis with the proposed soil springs were found in good agreement with those obtained directly from three dimensional finite element analyses. Details of the applications and limitations of the modified Lysmer's analog springs were discussed in this study.

• 한국지반신소재학회논문집
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• 제15권4호
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• pp.63-69
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• 2016

본 논문은 삼축압축시험(CD)과 개선된 직접전단시험 결과 얻어진 불포화토의 전단특성을 비교분석하여 새로이 개선된 직접전단시험장비의 실용성을 검증하였다. 2010년 경기도 양평군 토석류 발생사면에서 채취한 시료를 대상으로 불포화토 상태의 전단강도실험을 수행하였다. 다른 두 종류의 실험방법에서 낮은 모관흡수력이 작용하는 경우는 전단강도와 선형적인 관계를 나타내며, 모관흡수력의 증가함에 따라 불포화토의 겉보기 점착력 역시 선형적으로 증가하였다. 다른 두 실험장비에 의한 결과를 비교한 결과, 산정된 불포화토의 강도정수($c^{\prime}$, ${\phi}^b$)는 전단 상자의 구속효과가 있는 개선된 직접전단시험에서 다소 크게 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.362-369
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• 2005

Studying unsaturated soil mechanics, determination of soil water characteristic curve and permeability equation is an essential factor but it is not easy. In this research a new testing apparatus was developed to determine soil water characteristic curve and permeability equation. The testing to get saturated permeability coefficients and soil water characteristic curves for two soils was performed by using the developed testing apparatus. First, a saturated permeability testing was performed and then the testing to get soil water characteristic curve of a drying process was performed. Next, the testing to get soil water characteristic curve of a wetting process was performed. Testing results showed hysteresis phenomena between soil water characteristic curve of a drying process and soil water characteristic curve of a wetting process. The permeability equations were determined by a theoretical method where a saturated permeability coefficient and a soil water characteristic curve were used.

• 상하수도학회지
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• 제14권4호
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• pp.318-327
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• 2000

Sludge production from water treatment plants is increasing each year because water resources deterioration is proceeding and water supply facilities are growing due to water demand increase. Water treatment plant sludges can be modified to soil cover in sanitary landfilling site through the lime treatment and other alternatives. The compression strength of $1.0kg/cm^2$ is necessary for the dozer operation on soft son cover material at municipal landfilling site. Modified sludge was experimentally produced in this study with lime, bentonite, loess, and activated loess dosing. X-ray diffraction patterns of the limed water treatment plant sludge confirmed the presence of calcium carbonate and ettringite. Unconfined compression strength properties of modified sludges showed material property improvement applicable for soil cover alternatives. When adding 20-30% activated loess to water treatment plant sludges. the modified sludges could reach the compression strength for cover soil after 7 days solidification reaction, but decrease of compression strength was intentioned in 28 days reaction period. Solidification effect of the modified sludge with activated loess was observed through the scanning electron microscope.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1148-1155
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• 2010

To suggest a modified shallow foundation design method which can be considered the scale effect of foundation on IGM(intermediate geomaterial) soil layer, the weathered soil layer that is uniformly formed up to 8m(2B) with over 50 N-value is selected and 3 times field loading tests are performed on several sized square-shaped shallow foundations with 30, 75, 150, 240 and 400cm in width respectively. Because the soil modulus of elasticity(Es) calculated by soil investigation and 1st field test(PBT) results showed an underestimated tendency, a modified correlation is required for the reasonable estimation of Es on the weathered soil. Also, the N-value was increased with an increasing in depth. However, the N-values around the test foundations showed the different values even though the foundations on the same level because the test site was arranged by excavation. Therefore, the more detail soil investigations are required for the each test foundations respectively. Since Es based on elasticity theory is determined by the stress distribution shape of the foundation and elasticity modulus of the soil, the scale effect considered pressure-settlement curve can be clearly derived from the correlation on stress distribution shape and the variation of soil elasticity modulus with depth. Therefore, the modified correlation will be suggested to estimate a reasonable Es on the weathered soil, and the scale effect considered shallow foundation design method is also developed based on the elastic theory and field tests in this research.

• Journal of Microbiology and Biotechnology
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• 제26권12호
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• pp.2051-2059
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• 2016

To date, there has been no employment of a magnetoelastic (ME) biosensor method to detect Salmonella enterica serovar Typhimurium in soil. The ME biosensor method needs to be investigated and modified for its successful performance. The filtration method, cation-exchange resin method, and combinations of both methods were employed for the extraction of S. Typhimurium from soil. The number of S. Typhimurium and the resonant frequency shift of the ME sensor were then compared using a brilliant green sulfa agar plate and an HP 8751A network analyzer. A blocking study was performed using bovine serum albumin (BSA), polyethylene glycol (PEG), and casein powder suspension. Finally, the modified ME biosensor method was performed to detect S. Typhimurium in soil. The number of S. Typhimurium was significantly decreased from 7.10 log CFU/soil to 4.45-4.72 log CFU/soil after introduction of the cation-exchange resin method. The greatest resonant frequency shift of the measurement sensor was found when employing centrifugation and filtration procedures. The resonant frequency shift of the PEG-blocked measurement sensor was $3,219{\pm}755Hz$, which was significantly greater than those of the BSA- and casein-blocked ME sensor. The optimum concentration of PEG was determined to be 1.0 mg/ml after considering the resonant shift and economic issue. Finally, the modified ME biosensor method was able to detect S. Typhimurium in soil in a dose-response manner. Although these modifications of the ME biosensor method sacrificed some advantages, such as cost, time effectiveness, and operator friendliness, this study demonstrated a novel approach of the ME biosensor method to detect S. Typhimurium in soil.