• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.2
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• pp.287-293
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• 1993

A mathematical formula and an experimental method were proposed to measure sediment oxygen demands (SODs) in streams and lakes. The SODs appeared to be the first order reaction with respect to dissolved oxygen concentration at the sampling points in the Suknamchun. The SODs estimated using the nonlinear regression analysis ranged from 2.48 to 5.33 g $O_2/(m^2{\cdot}day)$, which are fallen within the typical range (1.5 - 10.0 g $O_2/(m^2{\cdot}day)$ of the SODs in the moderately polluted streams. The proposed methods are found to be relatively simple and easy to use in estimating SODs in flowing or impounded waters.

• Journal of the Korean Geotechnical Society
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• v.16 no.4
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• pp.83-94
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• 2000

Applicability of PMT in domestic area, test procedure, and methods determining the shear strength parameters $(cu,\phi)$and deformation character (E) using PMT results were studied. At six test boreholes of three construction sites in Pusan, PMT using Elastometer-200 type was performed. The problems occurring during tests were investigated and the test results were analysed.In-situ total horizontal stress could be obtained by observation from pressuremeter curve and limit pressure, ｐ could be determined by $ｐ-log(\Deltav/v)$ method. Shear strength parameters$(cu,\phi)$ and deformation modulus(G, E) could be determined from the PMT results. But effective friction angle and undrained cohesion determined from PMT results were greater than those obtained from laboratory test.Using PMT results, marine soil in Pusan could be classified approximately. Net limite pressure values were in the range of 6.4~22.5 $kg/cm^2$, in clay, 2.2~30.$kg/cm^2$, in sand, 13.0~58.0$kg/cm^2$, in weathered soil and 47.0~190.0 $kg/cm^2$, in weathered rock. Also, Em/ｐ values were in the range of 2.4~7.0 in clay, 2.6~12.1 in sand, 6.8~17.1 in weathered soil and 7.2~29.6 in weathered rock.

• Education of Primary School Mathematics
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• v.11 no.1
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• pp.59-74
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• 2008

Mathematical knowledge is not exact definition but the supposition. Considering the nature of mathematics, realization of mathematics teaching which pursues critical thinking and rationality would be our problems. Accordingly, I set the subject of this study whether learning of constructivist discussion, which induces reflective thinking through communicating with others by expression with language of mathematical thinking in discussion, is effective against attitude on Mathematics and Mathematics achievement and study themes are as follows; A. Is learning of constructivist discussion effective against attitude on Mathematics? A-1. Is there any difference of self-conception on the subject between experimental group applied to learning of constructivist discussion and comparative group? A-2. Is there any difference of attitude on the subject between experimental group applied to learning of constructivist discussion and comparative group? A-3. Is there any difference of learning habits on the subject between experimental group applied to learning of constructivist discussion and comparative group? B. Is learning of constructivist discussion effective against mathematics achievement? The objects of study are 30 children of one class in the third grade of elementary school in Seoul for experimental group, and another one class with 30 children is comparative group. Study results and conclusion based on those results are as follows; First, students make reflective thinking through communication each other, therefore, instructor should create discussion environment for communication to express and form their mathematical thinking. Next, adaptability in student's mathematics activities and mathematical ideas should be permissible, and those should become divergent thinking. However, this study analyzed comparative results from only two each class having enrollment of thirty in the third grade. Accordingly, results from students in various grades and environment that are required to get more significant conclusion statistically.

• Geotechnical Engineering
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• v.9 no.4
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• pp.7-16
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• 1993

Calibration chamber tests were conducted on open -ended model piles driven into dried siliceous sands with different soil conditions in order to clarify the effect of soil conditions on plug capacity, The model pile used in the test series was devised so that the bearing capacity of an open -ended pile could be measured out into three components , outside shaft resistance. plug resistance and tip resistance. Under several assumption, the value of earth pressure coefficient in the soil plug is calculated. It is gradually reduced with increase in the longitudinal distance from the pile tip. At the bottom of soil plug, it tends to decrease with increase in the penetration depth and relative density, and to increase with the increase of ambient pressure. In comparison of measured and calculated plug capacities using the one -dimensional analysis, we note that API code and one -dimensional analysis combined with P suggested by Randolph et al. and O'Neill et al. result in great underestimation of the plug capacity. Therefore, based on the test results, an empirical equation was suggested to compute the earth pressured coefficient to be used in the calculation of plug capacity using the one -dimensional analysis. and it produces proper plug capacities for all soil conditions.

• Journal of the Korean Geotechnical Society
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• v.34 no.11
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• pp.33-41
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• 2018

Soil internal erosion is a phenomenon in which fines attached to the solid skeleton are detached by fluid flow, and this continuous fine migration weakens the hydro-mechanical characteristics of the ground structure. This paper proposed governing equations for fine migration in pore spaces and its related scheme for the numerical analysis. Phase diagram for fine particles includes three different states: detached fines in the liquid phase ($c_e$), attached fines in the solid phase (${\sigma}_a$), and pore-clogged fines in the solid phase (${\sigma}_s$). Numerical formulations for finite element method are developed based on the hydraulic governing equations of pore fluid and fine migration. This study proposed a method of estimating model parameters for fine detachment, attachment, and clogging from 1D erosion experiments. And it proposed an analytical formula for hydraulic permeability function considering fine clogging. Numerical analysis of the previous erosion test developed the numerical scheme and verified the adequacy of fine migration models.

• Proceedings of the Korea Society of Environmental Biology Conference
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• 2002.11a
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• pp.51-58
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• 2002

연안에 가까운 광양만 퇴적토를 대상으로 하여 PAHs 오염도와 말단제한절편 다형성 분석방법(T-RFLP method)을 이용하여 미생물 군집구조를 조사하였다. 조사된 10개 정점의 PAHs오염도는 80$\pm$20~5,690$\pm$580 (평균 1,499$\pm$1,716) ng/g dry wt.였으며 폐수종말처리장이 위치하는 하천 입구에 위치한 정점 (Wl)과 광양제철소 우수배출구 입구에 위치한 정점에서 상대적으로 높은 농도를 보였다. T-RFLP방법으로 조사한 미생물 군집은 10개 정점이 4개의 그룹으로 구분되었으며 정점 Wl에서 다른 정점과 다른 독특한 군집구조를 형성하였다. PAHs 농후배양시료에서의 미생물군집구조 변화와 비교해 볼 때 조사대상지역 퇴적토의 미생물 군집구조는 PAHs의 오염에 부분적으로는 영향을 받지만 입도, 유기물 등과 같은 환경요인이 군집구조를 결정하는 주된 요인인 것으로 생각된다.

• ICROS
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• v.2 no.3
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• pp.3-14
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• 1996

본 논문에서는 CNS를 구성하는 주요기술 및 이들의 전반적인 기술동향에 대하여 알아보았다. 2장에서는 일부 국가에서 실용화된 CNS의 전형적인 요소들의 구성 및 구현방법에 대하여 기술하였으며, 3장에서는 최근의 기술 및 제품동향에 대하여 언급하였다. 4장에서는 CNS의 성능을 좌우하는 항법부를 구성하는 추측항법, GPS 측위, 지도매칭의 원리에 대하여 기술한 후, 이들을 집적하는 방법에 대하여 토의하였고 5장에서 결론으로서 향후 발전방향에 대하여 언급하였다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2014.11a
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• pp.43-43
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• 2014

본 연구에서는 AZ31 마그네슘 합금의 부식특성을 살펴보고, AZ31 마그네슘 합금의 내식성을 향상시킬 수 있는 효과적이며 경제적인 표면처리 방법을 모색하였으며, AZ31 마그네슘 합금의 부식이 일어나는 이유 및 부식을 억제하기 위하여 사용가능한 방법에 대하여 토의하고자 한다.

• KLA journal
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• v.12 no.7
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• pp.15-18
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• 1971

이 글은 불란서 파리에 있는 국제교육계획연구소가 매년 주관하는 교육계획가 훈련과정에 포함된 도서관계획 세미나에서 토의된 내용과 계획업무 및 수행방법 등을 검토한 글을 번역한 것이다. 역자 주

• Journal of the Korean Geosynthetics Society
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• v.16 no.1
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• pp.9-17
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• 2017

In this study, the field density test was conducted as a volume conversion factor for the design of the excavation soil of the blasting rock. As a result of the field density test, the average volume conversion factor of rock was 1.001, which was smaller than the volume conversion factor of weathered rock 1.1. In the case of rock filled soil, the causes of the increase and decrease of the volume of the soil are provided by various phenomena. However, the specific techniques such as investigation and test methods are insufficient. Therefore, it was confirmed that the method of field density test is very useful method.