• Journal of the Korean Geotechnical Society
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• v.22 no.12
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• pp.5-14
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• 2006

In general, the dredged ground was composed of a big difference of sediment shape through segregating sedimentary of finer soil in case of reclaiming by dredged coarse soils. Therefore, this study was performed to evaluate the change of settling velocity of flow, and the density of sedimentary which is based on settling tests and self-weight consolidation tests, and consolidation test by seepage force according to the percentage of coarse of Kunsan dredge soils. The Yano's method has been applied to estimate the settlement of self-weight consolidation in finer soils at design but it only considers pouring water content and elevation of interface, therefore the other method needs to be introduced for the exact prediction of the settlement of coarse soil in which the segregation sedimentation is occurring. In this study, the settlement of self-weight consolidation was calculated by the change of the density of segregating sedimentary of coarse and finer soils which was analyzed by Yano's method to extend a serious of researches. The self-weight consolidation by Yano's method will not reflect the segregated settling in dredging coarse soil under 40% of #200 passing percentage. As a result, the evaluation technique of settlement of self-weight consolidation considering a change of the density of segregating sedimentary is suggested as a reasonable method that considers the sediment shape of coarse soil.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2023.11a
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• pp.117-118
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• 2023

본 연구에서는 '23년 8월부터 9월 까지 'H'안전보건교육 기관에서 실시한 안전교육에 참여한 교육생을 대상으로 교수-학습방법을 변경하여 오프라인 설문조사 실시 후 설문결과에 대해 비교 분석하였다. 분석결과 강의 및 프로그램 학습법으로 진행한 교육보다 토의 및 실연법으로 실시한 교육에서 추천도는 0.5점 현업적용도는 0.3점 높은 점수를 보였다. 이론 위주의 강의식 교육방법 보다는 성인학습자들의 특성을 고려한 토의 및 실연법 중심의 교수-학습방법을 적용한 교육기회의 확대가 필요하다.

• Geotechnical Engineering
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• v.10 no.4
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• pp.153-166
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• 1994

In this paper, the experimental study on the behavior of the dredged clay was performed by introducing the consolidation teat method using continuous loading. Also a new testing method was examined and the strength of the dredged clay using thin plate was evaluated. The rheological characteristics of the dredged clay are described by the gingham model. The static and rheologic thin plate penetration test is proposed for the shear strength testing method. It is found that both of testing methods are reasonable and have a practicability. Especially, the strength increases for a water content which is less than two times of liquid limit in case of silty soil and clayey soil. About plasticity index, the strength increases rapidly for a value less than 10 for silt, 5 for clay which a water content is normalized by plasticity index of silty soil rather than clayey soil.

• Journal of the Korean GEO-environmental Society
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• v.18 no.2
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• pp.59-65
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• 2017

The costal reclamation construction is for making reclaimed land by dredging marine clay with seawater, and then bringing the dredged soil into the reclaimed land. During the process, the dredged soil in the reclaimed land undergoes the sedimentation-consolidation process. Among the processes, the consolidation is a very critical factor when planning reclaimed land because of its requiring time and settlement. In order to predict the requiring time and settlement, the Column test, which was suggested by Yano, has been usually used in the nation. However, the test method needs a very long time to identify the characteristic of sedimentation-consolidation of dredged soil. Therefore, in this study, in order to supplement the weakness of the Column test which needs such a long time, and in order to identify the characteristic of the sedimentation-consolidation for dredged soil in a short time, the Geo-centrifuge test was examined as an alternative method. The result considered that Geo-centrifuge test would be useful to identify the characteristic of sedimentation-consolidation for dredged soil efficiently.

• Journal of the Korean GEO-environmental Society
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• v.15 no.3
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• pp.49-55
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• 2014

Characteristics of sedimentation of dredged soil is depended on the field condition and characteristics of dredged soil because dredged fill ground was formed by various field condition, sedimentation and self-weight consolidation process of dredged soil. Dredged fill ground is formed as separated sedimentary layer by characteristics of dredged soil. Therefore, it requires some special test method to consider a various field condition, characteristics of sedimentation and self-weight consolidation of dredged soil. In this study, in order to identify the characteristics of sedimentation of dredged soil with disposing velocity geo-centrifuge test and laser particle size analyzer were performed. As a results, river and mixed dredged soil show the separation sedimentation by soil particle size. And sedimentation of clayey dredged soil is parallel to the bottom surface of dredged fill space.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.4C
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• pp.193-200
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• 2010

This study suggests a method predicting at-rest coefficient of earth pressure ($K_0$) in order to evaluate the effect of stress history of granular soil. The method is based on the relation $K_D/K_0={\chi}(E_D/{\sigma}_m{^{\prime}})^{\delta}$, which is developed by combining two previously published relations such as $E_D/{\sigma}_m{^{\prime}}-{\psi}$ and $K_D/K_0-{\psi}$. As $K_D$ and $E_D$ are observed to be sensitive to the pre-stress, both indices are adopted for the estimation of $K_0$ value of granular soil. It is shown that the proposed $K_D/K_0-E_D/{\sigma}_m{^{\prime}}$ relation is insignificantly affected by the stress history. It is concluded from the comparative study that the proposed method, which uses only dilatometer test results to predict the $K_0$ of granular soil, provides more convenient and reliable prediction than other methods which use both CPT and DMT results.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1996.11a
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• pp.88-91
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• 1996

본 연구에서는 전기화학적 정화방법인 electrokinetic 정화기술을 이용하여 오염된 토양내에서 중금속을 제거하는 방안을 연구하였다. 이를 위하여 납을 혼합하여 오염시킨 점토시료에 대하여 정화가동시간, 공급전류, 오염농도를 다르게 하고 3가지의 향상기법을 적용시켜 정화실험을 실시하였다. 실험결과를 토대로 유입수 및 유출수의 PH, 오염토의 PH, 전기포텐셜, 유출수량, 전기 전도도 등 오염토의 물리화학적 성질변화를 구명하고 정화가동조건 및 향상기법적용에 따른 오염토내의 납 제거효과를 파악하였다. 본 연구를 통하여 electrokinetic 정화기술은 투수성이 낫은 점성토 토양내의 중금속을 제거하는데 매우 효과적인 것으로 판명되었다.

• Proceedings of the KAIS Fall Conference
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• 2010.11a
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• pp.454-456
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• 2010

이 논문에서는 PVDF(polyvinylidene fluoride) 필름의 음파에너지를 이용하여 포화된 사질토에서의 탈수율을 증대하기 위한 방법을 연구하였다. 이 방법은 자연배수로 인한 이차적인 환경문제를 수반하는 강 또는 하천 등에 퇴적된 사질토의 탈수를 촉진시키기 위한 방법으로 PVDF필름의 음파에너지를 이용하였다. 이 연구에서는 PVDF필름의 주파수와 전압을 달리하여 사질토 지반에 적용되는 최적 주파수와 전압을 찾아내고 사질토에서 PVDF필름의 탈수능력을 알아보고자 하였다.

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 2004.04a
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• pp.434-437
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• 2004

본 논문에서는 유전자 알고리즘에 기반을 둔 자기구성 다항식 뉴럴네트워크(Self-Organizing Polynomial Neural Networks： SOPNN)의 새로운 구조를 제안하고, 포괄적인 설계 방법론을 토의한다. 기존의 자기구성 다항식 뉴럴 네트워크는 확장된 GMDH 방법에 기반을 두며, 네트워크의 성장과정을 통하여 각 충의 다항식 뉴런에서 고정된 노드 입력들의 수 뿐만 아니라 다항식 차수(1차, 2차, 그리고 수정된 2차식)를 이용하였다. 더구나, 그 방법은 학습을 통해 생성된 SOPNN이 최적 네트워크 구조를 가진다는 것을 보증하지 못한다. 그러나, 제안된 GA 기반 SOPNN은 그 구조를 구조적으로 더 최적화된 네트워크가 되도록 하고, 기존의 SOPNN보다 훨씬 더 유연하고, 선호된 뉴럴 네트워크가 되도록 한다. 구조적으로 더 최적화된 SOPNN을 생성하기 위해, SOPNN의 각 단계에서의 GA기반 설계 절차는 SOPNN내에서 이용할 수 있는 다음의 최적 파라미터들- 즉 입력변수의 수, 입력변수, 및 다항식 차수-을 가진 선호된 노드들의 선택으로 이끈다. 하중계수를 가진 합성성능지수가 그 모델의 근사화 및 일반화(예측) 능력 사이의 상호 균형을 얻기 위해 제안된다. 상세 설계 절차가 상세히 토의된다.

• Korean Journal of Child Studies
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• v.22 no.4
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• pp.315-330
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• 2001

The purpose of this study is to research for the educational method developing morality of the preschool children. For this purpose, the embodiment method based on Confucianism was conceptualized and compared with the existing methods of instruction. The research was conducted by dividing into 3 groups such as embodiment group, discussion group and usual group with 161 subjects of 4~5 years old preschool children. Six week program was composed from "Yangjungpyon(養正篇)" and was compared to the curriculum of kindergarten and primary school as the educational content. To measure the effectiveness of the Confucian method, the Test of Basic Life Habituation and Autonomy Rating Scale were used. The result showed that the embodiment group which followed the present method was more effective than the other two groups of existing usual methods in both ages.