• 한국지하수토양환경학회지:지하수토양환경
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• 제15권4호
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• pp.13-20
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• 2010

The purpose of this study was to develope the remediation method of contaminated soils with metals and petroleum. The diesel degrading strain was isolated and identified from the soil contaminated by petroleum at industrial sites. Diesel biodegradation experiment was performed by diesel degrading bacteria in both solution and soil slurry. Contaminated soils by Zn or As and diesel were treated consecutively by steam-vapor extraction, biodegradation, and acid washing. The strain was identified as Pseudomonas aeruginosa, and named as Pseudomonas aeruginosa TPH1. The optimal culture conditions of TPH1 were $20^{\circ}C$ and pH 7.0, 3% of diesel concentration. Biodegradation of diesel was performed using the separated strain in liquid medium, and 63% of diesel was degraded in 72 hours. And 52% of diesel was removed in the tested soils. In the treatment of contaminated soils with diesel and Zn or As, 29% ~ 44% of diesel was reduced by steamvapor extraction, 60% ~ 71% of diesel was removed after biodegradation. 47% of Zn and 96% of As were removed after acid(mixture of sulfuric and oxalic acids) washing. It is recommended that consecutive treatment method of steam-vapor extraction, biodegradation and acid washing is effective for remediation of complex contaminated soils with metals and petroleum.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 창립총회 및 춘계학술발표회
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• pp.84-89
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• 2000

Parametric studies based on laboratory pilot tests were performed to investigate the relationships between electrical resistivity and contaminated soil properties. Three kinds of sandy soils sampled and leachates from a industrial waste landfill were mixed to model the contaminated soils. Electrical resistivity of soils were measured by using a simulated resistivity cone penetrometer probe. In the experiments, the electrical resistivity were observed with changing the water content, void ratio, unit weight, degree of saturation, and concentration of the leachate. The test results show that the electrical resistivity of soils depends largely on the water content and the electrical property of pore water rather than unit weight and types of soils.

• 자원환경지질
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• 제37권1호
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• pp.87-98
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• 2004

청양광산과 서보광산의 광미와 오염된 토양은 5단계 연속추출법을 실시한 후 추출된 중금속 함량을 ICP-AES로 각 단계별로 분석하였다. 청양광산과 서보광산의 광미와 오염된 토양 내 비소와 코발트는 대부분 잔류형태 단계에서 우세하였다. 카드뮴, 구리 및 아연의 경우, 청양광산의 광미는 산화성 형태가 우세한 반면에, 서보광산의 광미는 잔류형태로 안정하였다. 서보광산의 오염된 토양에 함유된 이들 원소는 산화철망간과 수반되었다. 청양광산과 서보광산의 광미 내 함유된 납은 다른 금속에 비해 이온교환형태로 존재하는 함량이 높아 오염 확산의 우려가 있다. 그러나 서보광산의 오염된 토양은 잔류형태로 존재하여 안정하였다.

• 한국환경과학회지
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• 제13권1호
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• pp.61-68
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• 2004

Three kinds of toxic heavy metals, such as lead, copper, and cadmium, existing abundantly in contaminated soils were selected to investigate pH change, electroosmotic flow, and the removal rate in the application of electrokinetic process. In the change of pHs, they reached to about 12 and 2 at each cathodic and anodic region, respectively, and maintained for reaction being proceeded. Electroosmotic flow rates were not influenced by the kind of metal species but by electropotential gradient. On the soils contaminated by each metal, the removal rate of Cd was the fastest among three as in the order of Cd>Pb>Cu. While on the soils contaminated by mixed metal species, Cu was the fastest. Metal species transported by electrokinetic processes were distributed in between 0.9 and 1.0 of normalized region. In the case of soils contaminated by one kind of metal. the relative concentrations of Pb and Cd estimated in between normalized region 0.9 and 1.0 were 5.2 and 5.7, respectively.

• 한국지반공학회지:지반
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• 제14권2호
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• pp.79-92
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• 1998

실내모형실험으로 전기비저항치와 오염된 흙의 물리적 성질과의 상관관계를 규명하기 위해서 요소분석을 수행하였다. 세가지의 모래질 구에 산업폐기물매립지의 침출수를 첨가하여 모형실험에 이용했다. 혼합토의 전기비저항치는 비저항콘을 모사한 프로브를 제작하여 측정했다. 실내모형실험에서는 흙의 함수비, 간극비. 단위중량, 함수비 및 침출수의 농도를 변화시키면서 혼합토의 전기비 저항치를 계측했다. 실험결과는 흙의 종류 및 단위중량보다는 흙의 함수비, 간극수의 전도성이 전기비저항치에 큰 영향를 미치고 있음을 알 수 있었다.

• 한국초지조사료학회지
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• 제42권2호
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• pp.108-113
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• 2022

본 연구는 비소오염토양에 볏짚퇴비 시용량 증대가 토양의 화학성, 벼의 생육 특성 그리고 식물체의 비소함량에 미치는 영향을 평가하였다. 비소오염토양 중 볏짚퇴비 시용량이 증가하면서 벼 생육단계(분얼기, 출수기 및 수확기) 모두에서 지상부 비소함량 및 축적량은 감소되었다. 결과적으로 비소오염토양에 볏짚퇴비의 시용에 따른 토양교질 내의 다양한 음전하가 증가되고, 이로 인하여 비소의 흡착능력이 향상됨으로써 토양에서 벼 식물체로의 흡수 및 축적량을 감소시키는 것으로 판단된다. 따라서 비소오염토양에 볏짚퇴비의 시용은 벼 지상부로의 비소흡수·축적을 감소시키는 하나의 요인이 될 수 있으며, 안전한 농산물 및 가축의 조사료 생산을 위한 벼 재배관리에 적용할 수 있을 것으로 판단된다.

• 한국환경과학회지
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• 제18권4호
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• pp.473-478
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• 2009

The removal characteristics of total petroleum hydrocarbons (TPHs) and heavy metals in contaminated soils with ultrasonic washing have been studied. The ultrasonic washing was evaluated on a laboratory scale. In this investigation, the effects of factors such as ultrasonic frequency, power intensity, duration of irradiation, contents of the TPHs and heavy metals and mixing ratios between the contaminated soils and water, were considered. Experimental results suggested that the rates for contaminant extraction of the TPHs and heavy metals in the contaminated soil increased considerably with the ultrasonic washing. Therefore, the ultrasonic washing has previously been to be an effective method to remediate the contaminated soils with the TPHs and heavy metals.

• Geomechanics and Engineering
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• 제20권3호
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• pp.207-220
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• 2020

Clay soils have a big potential to become contaminated with the oil derivatives because they cover a vast area of the earth. The oil derivatives diffusion in the soil lead to soil contamination and changes the physical and mechanical properties of the soil specially clay soils. Soil stabilization by using new material is very important for geotechnical engineers in order to improve the engineering properties of the soil. The main subjects of this research are a- to investigate the effect of the cement and epoxy resin mixtures on the stabilization and on the mechanical parameters as well as the microstructural properties of clay soils contaminated with gasoline and kerosene, b- study on the phenomenon of clay concrete development. Practical engineering indexes such as Unconfined Compressive Strength (UCS), elastic modulus, toughness, elastic and plastic strains are all obtained during the course of experiments and are used to determine the optimum amount of additives (cement and epoxy resin) to reach a practical stabilization method. Microstructural tests were also conducted on the specimens to study the changes in the nature and texture of the soil. Results obtained indicated that by adding epoxy resin to the contaminated soil specimens, the strength and deformational properties are increased from 100 to 1500 times as that of original soils. Further, the UCS of some stabilized specimens reached 40 MPa which exceeded the strength of normal concrete. It is interesting to note that, in contrast to the normal concrete, the strength and deformational properties of such stabilized specimens (including UCS, toughness and strain at failure) are simultaneously increased which further indicate on suitability and applicability of the current stabilization method. It was also observed that increasing cement additive to the soil has negligible effect on the contaminated soils stabilized by epoxy resin. In addition, the epoxy resin showed a very good and satisfactory workability for the weakest and the most sensitive soils contaminated with oil derivatives.

• 한국지하수토양환경학회지:지하수토양환경
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• 제16권3호
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• pp.10-16
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• 2011

The experimental studies for remediation of diesel contaminated soils were performed using subcritical water in laboratory scale. Contaminated soils from industrial area and artificially contaminated soils were utilized for soil remediation. Experimental system was composed for subcritical water to flow upward through the soil packed column for extracting contaminants. 10 g of contaminated soil was packed into the column and water flow rate was 2 mL/min. To evaluate the effects of temperature, pressure and treatment time on the removal efficiency, temperature was changed from 100$^{\circ}C$ to 350$^{\circ}C$, pressure from 50 bar to 220 bar and treatment time at the predetermined temperature from 0 min to 120 min. The purification efficiency increased as temperature increased. However, the effect of pressure and treatment time was low. Temperature 250$^{\circ}C$, pressure 50 bar and treatment time 30 min were selected for optimal operating condition for this study.

• 한국물환경학회지
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• 제27권6호
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• pp.862-867
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• 2011

Pozzolanic-based stabilization/solidification (S/S) is an effective and economic remediation technology to immobilize heavy metals in contaminated soils. In this study, quick lime (CaO) was used to immobilize cadmium and zinc present in waste mine contaminated clayey sand soils. Addition of 5% quicklime to the contaminated soils effectively reduced heavy metal leachability after 2 bed volume operation below the drinking water regulatory limits. Lime addition was revealed to increase the immobilization for all heavy metals in tested pH ranges, so it could be an optimal choice for short-term remediation of heavy metal contaminated soil. The mass balances for these column tests show metal reduction of 92% for Cd and 87% for Zn of total resolved mass in case of 5% lime application.