• Proceedings of the Korea Society of Environmental Toocicology Conference
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• 2003.10a
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• pp.154-155
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• 2003

호소 퇴적물은 일반 하천에 비해, 입자성물질의 침강속도가 느리고 한번 퇴적된 물질의 교반이 잘 일어나지 않는 안정된 상태를 유지한다. 그러므로, 퇴적토질의 변화는 수질 변화의 추이를 대변해 줄 가능성이 높다. 소양호는 유역면적 2,703$\textrm{km}^2$, 유로연장 166.2km, 만수면적 70$\textrm{km}^2$으로 국내 최대 상수원 인공호이다. 본 연구에서는 담수 퇴적토의 오염 여부를 판단할 수 있는 생물학적 시험기법들을 활용하여 소양호의 표층 퇴적토질을 평가하였고, 주변잠재오염원의 분포와 비교하였다.

• 지반과기술
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• v.11 no.1
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• pp.5-21
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• 2014

• 지반과기술
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• v.3 no.2
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• pp.37-43
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• 2006

• 지반과기술
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• v.8 no.4
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• pp.4-14
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• 2011

• 지반과기술
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• v.4 no.3
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• pp.16-30
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• 2007

• 지반과기술
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• v.8 no.2
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• pp.56-60
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• 2011

• Journal of the Korean Geotechnical Society
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• v.24 no.5
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• pp.27-35
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• 2008

Geotechnical characteristic values for reliability-based design were analyzed using domestic marine clays. Analysis results indicate that there were close to mean values in oder of Student/Ovesen, Schneider and EN 1990's approach. However, it was found that the EN 1990's approach is inappropriate far estimating geotechnical characteristic value due to low reliability of estimation results. Four approaches had a trend of evaluating characteristic value conservatively with increasing of soil variability. Also, stability and settlement of breakwater subjected to nominal stress with unimproved soft grounds were computed to investigate the effects of estimated characteristic values. In case of using the Schneider's approach, the ratio of allowable bearing capacity/acting loads suggested 65% of that obtained from using the arithmetic mean approach, and showed underestimated value of 13.6% of the settlement obtained from the latter. The comparison of case designs using a representative value from arithmetic mean approach with the proposed approaches, using characteristic value showed that the former was mostly overestimated.

• The Journal of Engineering Geology
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• v.18 no.1
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• pp.27-36
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• 2008

To derive easily the coefficient of permeability from several other soil properties, the estimation model of coefficient of permeability was proposed using linear regression analysis. The coefficient of permeability is one of the major factors to evaluate the soil characteristics. The study area is located in Kangwon-do Pyeongchang-gun Jinbu-Myeon. Soil samples of 45 spots were taken from the study area and various soil tests were carried out in laboratory. After selecting the soil factor influenced by the coefficient of permeability through the correlation analysis, the estimation model of coefficient of permeability was developed using the linear regression analysis between the selected soil factor and the coefficient of permeability from permeability test. Also, the estimation model of coefficient of permeability was compared with the results from permeability test and empirical equation, and the suitability of proposed model was proved. As the result of correlation analysis between various soil factors and the coefficient of permeability using SPSS(statistical package for the social sciences), the largest influence factor of coefficient of permeability were the effective grain size, porosity and dry unit weight. The coefficient of permeability calculated from the proposed model was similar to that resulted from permeability test. Therefore, the proposed model can be used in case of estimating the coefficient of permeability at the same soil condition like study area.

• Proceedings of the Korea Society of Environmental Toocicology Conference
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• 2002.10a
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• pp.160-160
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• 2002

호소 수질에 영향을 미치는 대표적 인자로 외부 유입물질과 퇴적물을 들 수 있다. 따라서, 호소 수질 관리를 위해서는 호소로 유입되는 점ㆍ비점 오염원 관리와 함께, 퇴적층 관리도 수반되어야만 한다. 특히, 호소수가 주요 식수원으로 사용되는 경우에는 엄격한 퇴적토질 평가가 이루어져야 할 것이다. 본 연구에서는 소양호 퇴적층에 대한 환경지질학적 조사 연구의 일환으로 다양한 bioassays 기법(the battery of bioassays)을 적용하여 퇴적토의 오염상태를 평가하였다.

• The Journal of Engineering Geology
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• v.9 no.2
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• pp.135-145
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• 1999

Dynamic Shear modulus (G) is one of the imfortant dynamic soil properties to estimate the response of soil to dynamic loading. Problems in engineering geo1ogy practice the require the knowledge of soil properties subjected to dynamic loadings include soil-structure interaction during earthquakes, bomb blasts, construction operations, and mining. Although the dynamic shear modulus (G) is a time-dependent property, G change with time is often neglected. In this study, the effect of duration of confinement and its affecting factors (previous stress and strain, particle size and sustained pressure, and plasticity index) on the low-amplitude shear modulus ($G_{max}$) of soils are reviewed, and some empirical correlations based on mean particle diameter and plasticity index are proposed.