• 제목/요약/키워드: soil conditions

검색결과 4,086건 처리시간 0.043초

흐름형태별 Geoltextile의 필터기준에 관한 이론 및 실험적 고찰 (Theoretical and Experimental Investigation on Filter Criteria of Geotextile Considering Flow Conditions of Water)

  • 조삼덕;김수일
    • 대한토목학회논문집
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    • 제10권1호
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    • pp.163-172
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    • 1990
  • 비점성토 지반으로부터 세립토가 과다하게 유실되는 것을 방지하기 위한 geotextile 필터의 유효구멍크기를 평가하는 기준은 흙/geotextile 시스템을 통과하는 물의 흐름형태에 따라 크게 달라진다. 일방향흐름을 받는 흙/geotextile 시스템에서는 장기간 물의 흐름에 의해 geotextile과 인접한 지반흙내에 자체적인 흙필터층(soil filter layer) 이 형성될 수 있으므로 geotetile은 보다 큰 흙입자의 유실을 억제시킴으로써 효율적인 필터기능을 수행할 수 있는 반면, 교번흐름을 받는 흙/geotextile 시스템에서는 완전한 흙필터층의 형성이 곤란하므로 보다 작은 흙입자의 유실까지 억제시켜야 한다. 본 연구에서는 이러한 2가지 개념을 토대로 하여 흐름형태별로 이론적인 geotextile의 필터기준을 제안하였으며, 이 필터기준의 타당성을 평가하기 위해 실내 필터특성실험을 수행하였다. 실험결과, 높은 동수경사와 짧은 주기 및 낮은 수직하중 등에서 세립토의 유실이 크게 발생하였기 때문에, 이러한 설계인자들의 영향을 평가하여 수정된 geotextile의 필터기준을 제시하였다.

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지반과 지하구조물 경계의 미끄러짐 조건에 관한 연구 (Sliding Conditions at the Interface between Soil and Underground Structure)

  • 김대상
    • 한국지진공학회논문집
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    • 제6권1호
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    • pp.7-11
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    • 2002
  • 본 연구에서는 다단계방법(multi-step method)을 사용하여, 지진시 지반과 지하구조물 경계가 가장 미끄러지기 쉬운 상태일 수 있는 지반 공진시에 대하여 지하구조물 축방향 동지반강성계수와 미끄러지기 쉬운 조건들을 구하였다. 상재하중에 의한 지반과 지하구조물 경계에서의 전단저항력과 지진시 발생되는 미끄러짐 부분의 전단력을 비교함으로써 미끄러짐 조건을 결정하였다. 그리고 매개변수 해석을 통하여 지하구조물의 크기와 위치, 지반조건, 표층지반의 형상 및 경계마찰계수에 대하여 미끄러지기 쉬운 조건을 구하였다.

유기오염물의 분해에 의한 오염토양내 비소종 변화 영향

  • 천찬란;이상훈
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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    • pp.347-350
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    • 2002
  • Arsenic speciation changes between As(V) and As(III) are subject to changes in accordance with redox conditions in the environment. It is common to find contaminated sites associated with mixed wastes including both organic pollutants and heavy metals. We conducted microcosm experiment under hypothesis that the co-disposed organic pollutants would influence on the arsenic forms and concentrations, via degradation of the organic pollutants and the consequent impact on the redox conditions in soil. Artificially contaminated soil samples were run for 40 days with control samples without artificial contamination. We noticed arsenic in the contaminated soil showed different behaviour compared with the arsenic in the control soil. The findings indicate degradation of organic pollutants in the contaminated soil influenced on the arsenic speciation and concentrations. A further work is needed to understand the process quantitatively. However, we could confirm that degradation of organic pollutants can influence on the abiotic processes associated with geochemical reactions in contaminated soil. Degradation of organic pollutants can increase the mobility and toxicity of arsenic in soil and sediment by changing redox conditions in the geological media and subsequently from As(V) to As(III).

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Soil-Environmental Factors Involved in the Development of Root Rot/Vine on Cucurbits Caused by Monosporascus cannonballus

  • Kwon, Mi-Kyung;Hong, Jeong-Rae;Kim, Yong-Hwan;Kim, Ki-Chung
    • The Plant Pathology Journal
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    • 제17권1호
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    • pp.45-51
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    • 2001
  • A root rot/vine decline disease occurred naturally on bottle gourd-stocked watermelon, melon, oriental melon and squash grown in greenhouses, but not on these plants grown in fields. Self-rooted watermelon, cucumber, pumpkin and luffa were also proven to be hosts of the pathogen by artificial inoculation in this experiment. The pathogen was identified as Monosporascus cannonballus by comparing microscopic characteristics of fungal structures with those of previously identified fungal strains. Our field investigations showed that the temperature and electric conductivity of soil in infected greenhouses were higher and the soil moisture content was lower than in noninfected greenhouses. To investigate soil-environmental factors affecting disease development, greenhouse trials and inoculation experiments were conducted. The host plants inoculated and grown under conditions of high soil temperature and electrical conductivity ($35\pm2^{\circ}$, 3.2-3.5 mS) and with low soil moisture content (pF 3.0-4.5) were most severely damaged by the fungal disease. Since plants growing in greenhouses ae usually exposed to such environmental conditions, this may be the reason why the monosporascus root rot/vine decline disease has occurred only on cucurbits cultivated in greenhouses but not in field conditions.

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포도 '거봉' 품질에 미치는 토양이화학성의 상대적 기여도 (Contribution Rate on Soil Pysico-Chemical Properties Related to Fruit Quality of 'Kyoho' Grapevines)

  • 김승희;최인명;한점화;조정건;박서준;임태준;윤해근
    • 한국토양비료학회지
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    • 제43권6호
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    • pp.782-788
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    • 2010
  • Detail management standard on soil conditions in 'Kyoho' grapes were not yet made. Therefore, this study was carried out to investigate the optimum soil environmental conditions on production of high fruit quality in 'Kyoho' grapes. We established using correlation between fruit quality and soil condition. These results were used to develop soil management guideline with promoting efficiency and minuteness in grape vineyard. Soil conditions were analyzed at total 80 vineyards in major grape producing areas such as Ansung, and Cheonan (40 orchards an area). The soil environmental factors affected fruit weight were soil pH of 36.6%, cultivation layer depth of 23.3%, and cation of 17.8%. The soil condition factors affected sugar content were soil hardness of 24.4%, cation of 24.1% and organic matter content of 22.1%. Cultivation layer depth, soil texture, and phosphate content were low as relative contribution. Coloring was involved with organic matter content, CEC (cation exchange capacity), and saturated hydraulic conductivity. while soil pH, cultivation layer depth, and phosphate content showed low contribution. Finally, relative contribution on fruit quality related with sugar content, fruit weight, and coloring were soil hardness of 28.0%, organic matter content of 25.0%, soil pH of 12.9%.

담수토양중(湛水土壤中)에 있어서 살균제(殺菌劑) IBP의 분해속도(分解速度)에 미치는 각종(各種) 토양환경조건(土壤環境條件)의 영향(影響) (Effect of soil environmental conditions on the degradation rate of the fungicide IBP in flooded soils)

  • 문영희
    • Applied Biological Chemistry
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    • 제33권2호
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    • pp.133-137
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    • 1990
  • 담수토양중(湛水土壤中)에 있어서 IBP의 분해(分解)에 미치는 각종(各種) 토양환경조건(土壤環境條件)의 영향(影響)에 대하여 연구검토(硏究檢討)하였다. IBP는 비담수조건(非湛水條件)에서 보다 담수조건(湛水條件)에서 느리게 분해(分解)되었다. 분해속도(分解速度)는 토양종류(土壤種類)에 따라 크게 변화(變化)되었으며, 유기물함양(有機物含量)이 높은 토양(土壤)에서보다 낮은 토양(土壤)에서 빨랐다. IBP는 저온(低溫)에서보다 고온(高溫)의 토양(土壤)에서, 고농도(高濃度)에서보다 저농도(低濃度) 첨가(添加)에서 빨리 분해(分解)되었다. 토양중(土壤中) 분해속도(分解速度)는 볏짚첨가에 의하여 현저히 저하(低下)되었으나, 복합비료(複合肥料)나 타농약(他農藥) fenitrothion과 butachlor의 첨가(添加)에 의하여는 영향(影響)을 받지 않았다. 토양중(土壤中) IBP는 호기적(好氣的) 미생물(微生物)에 의하여 분해(分解)되는 것으로 추정(推定)되었다.

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Stress Distribution of Buried Concrete Pipe Under Various Environmental Conditions

  • Lee, Janggeun;Kang, Jae Mo;Ban, Hoki;Moon, Changyeul
    • 한국지반환경공학회 논문집
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    • 제17권12호
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    • pp.65-72
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    • 2016
  • There are numerous factors that affect stress distribution in a buried pipe, such as the shape, size, and stiffness of the pipe, its burial depth, and the stiffness of the surrounding soil. In addition, the pipe can benefit from the soil arching effect to some extent, through which the overburden and surcharge pressure at the crown can be carried by the adjacent soil. As a result, the buried pipe needs to support only a portion of the load that is not transferred to the adjacent soil. This paper presents numerical efforts to investigate the stress distribution in the buried concrete pipe under various environmental conditions. To that end, a nonlinear elasto-plastic model for backfill materials was implemented into finite element software by a user-defined subroutine (user material, or UMAT) to more precisely analyze the soil behavior surrounding a buried concrete pipe subjected to surface loading. In addition, three different backfill materials with a native soil were selected to examine the material-specific stress distribution in pipe. The environmental conditions considering in this study the loading effect and void effects were investigated using finite element method. The simulation results provide information on how the pressures are redistributed, and how the buried concrete pipe behaves under various environmental conditions.

토양 분진발생장치의 개발과 평가 (Development and Evaluation of a Dust Generator Using Soil Samples)

  • 이지연;이기영
    • 한국환경보건학회지
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    • 제36권5호
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    • pp.383-390
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    • 2010
  • Exposure to fugitive dust can contribute to several respiratory health problems, and proper sampling of fugitive dust is necessary to assess exposure. However, field sampling of soil dust encounters problems from spatial and temporal differences in soil properties, field operations, and meteorological conditions. To minimize these problems, we designed a dust generator that simulates dust generation from soil. The dust generator consisted of a rotating chamber where soil samples were loaded and tumbled, and a settling chamber, where airborne soil dust samples were collected. As standard operating conditions, we decided on 2 g soil mass, 10 min sampling time, and 20 rpm rotating speed, with a flow rate of 30 l/min, based on three common soil textures of loam, sandy loam and silt loam. To evaluate optimal operating conditions, we used mixtures of Joomoonjin silica sand and clay. Although the average $PM_{10}$ concentration of Joomoonjin silica sand was low, dust concentrations were increased by an increased content of clay. The dust concentrations were consistent across repeated experiments, and showed similar concentration profiles during the sampling time with mixtures of clay and sand (coefficient of variation was $13.6{\pm}w;7.1%$). The results demonstrated that these standard operating conditions were suitable for the dust generator, which can be used to investigate variations in soil properties that affect dust production and potential potency of fugitive dust exposure.

모형토조실험을 통한 말뚝지지력의 평가 (Evaluation of Pile Bearing Capacity using Calibration Chamber Test)

  • 이인모;이명환
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1992년도 봄 학술발표회 논문집 깊은 기초의 연구와 실무(RESEARCH AND PRACTICE OF DEEP FOUNDATIONS)
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    • pp.13-40
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    • 1992
  • Static formulae based on limiting equilibrium theories often provide misleading predictions of pile bearing capacity in cohesionless soils due to the incorrect basic assumptions or oversimplification of actual soil conditions. Soil conditions prior to pile driving are significantly changed after pile installation and imposition of high stress levels. Therefore soi1 parameters at failure rather than those obtained at initial conditions should be used in application of static formulae. In this research. model pile test data were analyzed and compared with the predicted values obtained from the various static formulae. The results showed that the proper choice of soil parameters remarkably improve the reliability of static formulae.

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혐기성 슬러지를 첨가한 오염 토양에서 저자 수용체 조건에 따른 디젤 분해 및 미생물 군집 변화

  • 이태호;최선열;박태주
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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    • pp.207-210
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    • 2004
  • Effect of electron accepters on anaerobic degradation of petroleum hydrocarbons by an anaerobic sludge taken from a sludge digestion tank in a soil artificially contaminated with 10,000 mg/kg soil of diesel fuel was tested. Treatments of soil with 30 mL of the digestion sludge (2,000 mg/L of vss (volatile suspended solids)) were incubated under several anaerobic conditions including nitrate reducing, sulfate reducing, methanogenic, and mixed electron accepters conditions for 120 days. Treatments with the digested sludge showed significant degradation of diesel fuel under all anaerobic conditions compare to control treatments with an autoclaved sludge and without the sludge. The amount of TPH degradation after 120days incubation was the largest in the treatment with the sludge and mixed electron accepters (75% removal of TPH) followed in order by sulfate reducing, nitrate reducing, methanegenic condition as 67%, 53%, 43%, respectively. However, the rate of TPH degradation in the nitrate- and sulfate reducing condition within 105 days were comparable with that of the mixed electron accepters condition. Microorganisms in each electron acceptor condition were plated on solid mediums containing nitrate or sulfate as sole electron acceptor and several nitrate- and sulfate reducing bacteria showed effective degradation of diesel fuel within 30 days incubations. These results suggest that anaerobic degradation of diesel fuel in soil with digested sludge is effective for practical remediation of soil contaminated with petroleum hydrocarbons.

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