• 제목/요약/키워드: Railroad Soil

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Application of Bioremediation to Soil Contaminated by Lubricants Around Railroad Turnouts

  • Lee, Jae-Young;Kwon, Tae-Soon;Cho, Young-Min;Kang, Hae-Suk;Jung, Woo-Sung
    • International Journal of Railway
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    • 제4권1호
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    • pp.1-4
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    • 2011
  • In this study, the feasibility of using bioremediation to treat lubricant-contaminated soil around railroad turnouts was investigated. Lubricants used during the maintenance of railroad turnouts can drip onto the ground causing soil contamination. In the laboratory experiments, the residual TPH (Total Petroleum Hydrocarbons) concentration in soil gradually decreased after microorganisms degrading the lubricants were added. Generally, the soil around railroad turnouts is covered by a layer of ballasts. In the column experiments that were designed considering field sites, the removal efficiency of TPH was about 11% after 60 days of cultivation time. In the field experiments, microorganisms were added into the soil periodically, and finally the residual TPH concentrations were reduced to less than 1,700 mg/kg-soil on average. These results indicate that the lubricant in the contaminated soil around railroad turnouts could be efficiently removed through bioremediation method.

반복삼축압축실험을 통한 사질토의 소성변형 특성에 관한 연구 (Study on Plastic Deformation of Cohesionless Soil through Cyclic Triaxial Test)

  • 신은철;강현회;최찬용;양희생
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1370-1376
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    • 2008
  • The structure of railroad or subway is that low fare transportation system of the large traffic volume. Like this structure is subjected to the cyclic load of moving vehicle. Consequently the result of the settlement analysis or plastic deformation prediction of railroad bed could be used as an important factor in safety of the railroad. The results of cyclic triaxial test were used in the numerical analysis of power model which Li and Selig(1994) developed. The soil samples were obtained from the construction site of railroad. Cyclic triaxial test was conducted with the variation of the magnitude of cyclic load and soil types. The large magnitude of plastic deformation in the railroad bed is caused of structure failure of the railroad.

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2-D 반응기를 이용한 선로 하부 토양 내 유류 확산에 관한 연구 (A Study on Oil Diffusion in the Soil under Railroad Track using 2-D Reactor)

  • 강해숙;권태순;정우성;이재영;조영민;전용삼
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.982-984
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    • 2008
  • Generally, the soil around railroad is contaminated by the leakage of oil during its maintenance or the operation of rolling stock. Because the railroad soil is located under ballast and is hardened with the designated strength due to safety, the characteristics of the polluted site are different. In this study, the phenomena of oil diffusion in the railroad site was investigated using 2-D reactor. The used oil was lubricant. As a result, the maximum diffusion depth of lubricant was about 9.5 cm due to its high viscosity and the hardened soil. The lubricant was diffused by gravity more than by horizontal migration. In the future, these results can be applied to develop a remediation method for the contaminated railroad soil.

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강우에 의한 침투를 고려한 철도 절개 토사 사면의 안정해석 (Stability analyses of railroad cut-off soil slopes considering rainfall infiltration)

  • 이수형;황선근;김현기;사공명
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.811-818
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    • 2005
  • Stability analyses on the 17 railroad cut-off soil slopes were carried out. The influences of rainfall infiltration on the slope stabilities were taken into account by seepage analyses using finite element method and by assuming ground water tables to be located adjacent to soil surface. The validity of those analyses were evaluated by comparing the slope failure characteristics between analysis results and the past failure records. The analyses were not appropriate to estimate the failure surface and the method considering only the increase of pore-water pressure (reduction of matric suction) as the influence of rainfall cannot appropriately estimate the surficial failures that occurred most of the cut-off soil slopes. For the better estimation of the surficial failure, the influence of water flows over slope surface which erode soil mass and/or increase driving force, should be evaluated and considered.

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선로분기기 주변 철도토양의 동전기-펜톤 공정 정화에 따른 전해질 농도의 영향 (Effect on electrolyte concentration during the ElectroKinetic-Fenton Process for contaminated soil around railroad turnout)

  • 강해숙;정우성;윤성택;권태순;이철규;김희만
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.1997-2001
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    • 2010
  • Generally, railroad soil around turnout was caused by leakage of lubricant oils during its maintenance. So, TPH concentration in soil was much higher than standard in Soil Envirnment Law. In additiont, railroad site was still difficult to assess due to railcar operation. This research was conducted to investigate the effect on electrolyte concentration during the Electrokinetic-Fenton process for contaminated soil around railroad turnout. As a result, experimental result shows that TPH removal in soil and amount of EOF were changed depending on electrolyte concentration. In future, the removal efficiency can be enhanced to optimize concentration in EK-Fenton Process.

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3차원 수치해석을 통한 궤도지지말뚝의 동적거동 평가 (Evaluation of Dynamic Behavior for Pile-Supported Slab Track System by 3D Numerical Analysis)

  • 유민택;백민철;이일화;이진선
    • 한국지진공학회논문집
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    • 제21권5호
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    • pp.255-264
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    • 2017
  • Dynamic numerical simulation of pile-supported slab track system embedded in a soft soil and embankment was performed. 3D model was formulated in a time domain to consider the non-linearity of soil by utilizing FLAC 3D, which is a finite difference method program. Soil non-linearity was simulated by adopting the hysteric damping model and liner elements, which could consider soil-pile interface. The long period seismic loads, Hachinohe type strong motions, were applied for estimating seismic respose of the system, Parametric study was carried out by changing subsoil layer profile, embankment height and seismic loading conditions. The most of horizontal permanent displacement was initiated by slope failure. Increase of the embedded height and thickness of the soft soil layer leads increase of member forces of PHC piles; bending moment, and axial force. Finally, basic guidelines for designing pile-supported slab track system under seismic loading are recommended based on the analysis results.

Hybrid Pilot System을 이용한 철도 오염토양 복원 (Remediation of Contaminated Railroad Soils using by Hybrid Pilot System)

  • 박덕신
    • 한국철도학회논문집
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    • 제3권3호
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    • pp.101-108
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    • 2000
  • In this study, we tested hybrid pilot system combined with soil vapor extraction and bioventing methods on the contaminated railroad soil. So, we found out the remediability and operating conditions. Air permeability(k) and gas phase(O$_2$/CO$_2$/VOCs) level trend are very important to determine the remediation rate of the contaminated sites. Throughout hybrid pilot test on different conditions, the range of air permeability(k) was 1985∼1194 darcy. The tests results in hybrid system was appropriate on this test sites, and the suitable injection air flow rate was 3.5㎥/hr. So, we suggested a basic data for the remediation and management of contaminated railroad soil.

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윤활유 오염토양의 분석 및 생물학적 복원 (Analysis and Bioremediation for the Soil Contaminated by Lubricant)

  • 이재영;정우성;조영민;최성규;고성환;김희만
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1843-1845
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    • 2007
  • As the preservation law of soil environment has reinforced, several soil remediation projects have been performing for railroad sites. One of the main sources of soil contamination is the leakage of diesel from locomotives or underground storage tank. Also, the lubricant used to maintain turnouts causes railroad soil contamination. The purpose of this study was to develop the analysis and the remediation method for lubricant-contaminated soil. The lubricant in the contaminated soil was analyzed qualitatively and quantitatively by TLC (Thin Layer Chromatography) and GC (Gas Chromatography), respectively. The organic pollutants were removed from the soil using microorganisms degrading lubricant. Hereafter it will be necessary to apply this bioremediation method in the railroad field.

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철도 유류 오염토양의 복원방안에 관한 기초연구 (A Basic Study on the Remediation of Railroad Oil-contamination Soil)

  • 정우성;박덕신;양지원
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(III)
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    • pp.484-490
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    • 2003
  • Fundamental data was obtained to apply to the real contaminated soil of railroad by analyzing pollutant-elimination efficiency and process variables through electro-kinetic technology as well as by investigating Pollution sources of railroad soil contaminated by oil and pollution propensities.

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토양세정 기술을 활용한 윤활유와 아연 복합오염 철도토양의 정화 연구 (Feasibility Study on Soil Flushing for Railway Soil Contaminated with Lubricant Oil and Zinc)

  • 박성우;조정민;이재영;박준규;백기태
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제16권4호
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    • pp.31-37
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    • 2011
  • The feasibility study of soil flushing was investigated to remediate lubricant oil and zinc contaminated railway soil. In this study, mixed washing agents of surfactant and inorganic acid/base were used for the simultaneous removal. The mixed washing agent of non-ionic surfactant and HCl removed 15% of the lubricant oil and 40% of zinc, respectively. Alkaline-enhanced soil washing process increased the removal of lubricant oil up to 40%. This is because alkaline solution reduced the interfacial tension between water phase and lubricant oil phase due to the soap formation reaction. To simulate in-situ soil flushing for the remediation of railroad-related contamination, two dimensional soil flushing was carried out based on the results of batch soil washing. In the soil flushing, the removal efficiencies of lubricant oil and zinc were 34% and 16%, respectively. Even though the removal efficiency was low, the mixed washing agent can remove metal and lubricant oil simultaneously.