• 한국동물위생학회지
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• 제30권1호
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• pp.165-173
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• 2007

In order to survey the prevalence of Toxocara cams in soil of playground in a detached dwelling area, 150 samples were taken from playground 50 unit. The survey was carried out during 3 months from July to September in 2006. The Egg of Toxocara canis were detected in 6 samples (4.0%) from 150 cases of playground. The prevalence of T canis by month was 6.0% in July, 4.0% in August, 2.0% in September, respectively. This study results suggested that the prevalence of T canis were decreased in 2006 compared to 18.5% (30 positive/162 samples) in 2000.

• 대한조선학회논문집
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• 제55권2호
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• pp.161-168
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• 2018

This paper presents the design procedure of the suction bucket used to support a subsea manifold. The soil-suction bucket interaction numerical analysis technique was verified by comparing the present results with a reference data. In order to simulate the soil-bucket interaction analyses of a subsea manifold structure, various material data such as undrained shear strength, elastic modulus, and poisson ratio of soft clay in Gulf of Mexico were collected from reference survey. We proposed vertical and horizontal design loads based on system weights and current-induced drag forces. Under the assumption that diameter of the suction bucket was 3.0 m considering real dimension of the subsea manifold frame structures, aspect ratio was decided to be 3.0 based on reference survey. The ultimate bearing load components were determined using tangent intersection method. It was proved that the two design load components were less than ultimate bearing loads.

• 농업과학연구
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• 제47권4호
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• pp.727-742
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• 2020

Point cloud-based 3D maps can obtain many kinds of information for maintenance work on forest road networks. This study was conducted to compare the importance of each factor to select the factors required for the mapping of 3D forest road maps. This can be used as basic data for attribute information required to maintain forest road networks. The results of this study found that out of a total of 30 indexes extracted for mapping 3D forest roads, a total of 21 indexes related to stakeholder groups were significantly different. The importance of the index required by the civil service group was significantly higher than that of the other groups overall. In the case of the academic group, the index importance for cut slope, fill slope, and drainage facility was significantly higher. On the other hand, the index importance for the forestry cooperative and forest professional engineer group was mostly distributed between the civil servants' group and the academic group. In particular, the type of drainage system showed the highest value among the detailed indexes. Overall, drainage related factors in this survey had high coefficient values. The impact of water on forest roads was the most important part in road maintenance. In addition, the soil texture had a high value in relation to slope stability. This is thought to be because the texture of the soil affects the stability of the slope.

• 자원환경지질
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• 제53권4호
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• pp.441-477
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• 2020

매년 다량 발생되고 있는 정화토가 적절하게 재이용 또는 재활용되지 못하고 반출 처리장에 적치되어 또 다른 환경적 이슈가 되고 있다. 이에 본 논문에서는 이러한 정화토의 재이용 및 재활용을 활성화하기 위하여 필요한 정화토의 토양 질 회복 기술에 대한 연구 및 개발 동향을 조사하였다. 이를 위해 먼저 정화기술별 토양 특성의 변화 양상을 살펴보고, 정화공정에 따른 토양 질의 열화 특성을 파악하였다. 뿐만 아니라 정화토 재이용 및 재활용을 위한 정책적 관련 사항들을 정리하고, 향후 필요한 연구들에 대하여 제안하였다. 본 논문은 국내외 관련 문헌들을 검색하여 작성하였다. 키워드 검색을 통하여 정화기술별 토양 특성의 변화와 토양 개량 및 회복 기술과 연관된 문헌을 조사하였으며, 본문에서는 주로 최근에 발표된 문헌들을 바탕으로 논의하였다. 뿐만 아니라, 제 1, 2차 토양보전기본계획을 참고하여 정화토 재이용 및 재활용과 관련된 정책적 사항들을 정리하였다. 현재까지 국내에서 가장 많이 적용된 토양경작, 토양세척, 열탈착 등을 대상으로 정화공정에 따른 토양의 특성 변화를 정리한 결과, 적용하는 정화기술에 따라서 매우 상이하게 나타나는 것으로 조사되었다. 특히 정화공정을 거치면서 토양 질이 열화되는 양상이 정화기술에 따라서 다르게 나타났다. 토양 개량 및 회복 기술은 크게 무기 개량제, 유기 개량제, 생물학적 개량제 등의 제제를 이용한 방법들로 구분할 수 있으며, 각 개량제에는 다양한 물질들이 활용되고 있고, 각 물질에 따라 개선 또는 향상되는 토양의 특성이 달랐다. 하지만, 각 정화기술별 열화되는 토양 질 회복을 위한 연구들은 현재까지 활발하게 수행되지 않은 것으로 조사되었다. 제 2차 토양보전기본계획에서는 정화토의 품질인증제, 목표관리제 등과 같은 정책적 방안이 명시되어 있음으로써 향후 정화토의 재이용 및 재활용이 촉진될 수 있을 것으로 예상된다. 정화토의 재이용 및 재활용을 위해서는 적용된 정화기술과 미래 용도를 고려한 공공활용성을 담보한 회복 기술들이 개발되어야 할 것으로 판단된다. 이와 더불어 제 2차 토양보전기본계획에서 제시한 정화토의 적극적 활용을 위해서는 이를 뒷받침할 수 있는 구체적이고 세부적인 정책 추진 방안이 마련되어야 할 것이다.

• 한국광물학회지
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• 제31권3호
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• pp.193-213
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• 2018

베트남 북부 네안성 뀌홉지역에서 희토류 원소의 광화작용과 관련된 이상대 확인을 위해 토양지구화학탐사를 수행하였다. 시료채취 간격은 가로 250 m 13 line (총 4.2 km), 세로 300 m 25 line (총 7.5 km)으로 총 325개의 시료가 채취되었다. 또한, 토양지구화학탐사 결과를 바탕으로 총 희토류(Total rare-earth oxides, TREO) 함량이 높은 8개 격자점을 대상으로 피트탐사를 수행하여 73개의 토양시료를 채취하였다. 조사지역은 반찌응(Ban Chieng) 흑운모 화강암 복합체가 편암, 편마암, 석회암으로 구성된 부캉(Bu Kang)층을 관입하고 있다. 본 지역의 주요 광화작용은 주석, 루비, 그리고 화강암 복합체의 주변부 변질대에 분포하고 있는 것으로 사료되는 함희토류 모나자이트(Monazite)와 제노타임(Xenotime)의 산출이 특징적이다. 채취한 토양시료의 ICP-MS 분석 결과, 총 희토류 평균 함량은 지각의 총 희토류 함량(248 ppm)보다 평균 약 1.4배 높게 나타났다. 한편, 경희토류의 평균 함량은 44.6 ppm으로서 지각 평균(200 ppm)보다 결핍되어 있고, 중희토류는 평균 함량(44 ppm)이 지각평균(26 ppm)의 약 1.5배 부화되어있다. 피트탐사에서 채취한 토양시료에 대한 희토류원소의 화학성분 분석 결과, 6개의 피트에서 총 희토류 함량(TREO)이 1,000 ppm 이상의 값이 확인되었다. 이는 뀌차우(Quy Chau)지역의 탐사 및 분석 결과와 비교해보면, 북동-남서 방향으로 희토류 이상대가 발달하고 있는 것으로 사료된다.

• 한국환경농학회지
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• 제31권1호
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• pp.75-95
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• 2012

BACKGROUND: Increase of heavy metals in agricultural ecosystem has become a social issue nationwide as it is related to public health. This review was performed to find out more systematic and integrated future researches on heavy metals using up to date articles published in the Korean journals related to agricultural environment. METHODS AND RESULTS: Researches on heavy metals in agricultural soils and plant uptake were categorized by the establishment of criteria, analytical methods, monitoring, management of source, characteristics and behavior in soil, plant uptake, bioavailability affecting physico -chemical properties in soil, risk assessment and soil remediation. In the early 1990s, the monitoring for heavy metals in soil has been widely performed. Accumulation of heavy metals in contaminated soil and availability to plants has also attracted interests to study the soil remediation using various physico-chemical methods. The phytoavailability and phytotoxicity of heavy metals have been mainly studied to assess the safety of agro-products using risk assessment techniques in the 2000s. CONCLUSION: Future direction of research on heavy metal in agricultural environment must be carried out by ensuring food safety and sustainability. A steady survey and proper management for polluted regions should be continued. Law and regulation must be modified systematically. Furthermore, studies should expand on mitigation of heavy metal uptake by crops and remediation of polluted fields.

• Geomechanics and Engineering
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• 제33권3호
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• pp.301-315
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• 2023

Adopting cohesive soil as geocell-pocket infill materials is not fully accepted by researchers in the field of road engineering. The cohesion that may inhibit the lateral limitation of geocells is a common vital idea that exists within every researcher. However, the influence of infill materials' cohesion on geocell-reinforced performance is still not thoroughly determined. The mechanism behind this still needs to be studied in depth. This study initially discussed the relationship between subgrade bearing capacity, geocells' contribution to reinforced performance, and infill materials' cohesion (IMC). A law was proposed that adopting the soil with high cohesion as infill materials benefited the subgrade bearing capacity, but this was attributed to the superior mechanical properties of infill materials rather than geocells' contribution. Moreover, the vertical and lateral deformation of subgrade, coupling shear stress and confining stress of geocells, and deformation of geocells were deeply studied to analyze the mechanism that high cohesion can inhibit the geocells' contribution. The results indicate that the infill materials with high cohesion result in the total displacement of the subgrade toward to deeper depth, not the lateral direction. These responses decrease the vertical coupling shear stress, confining stress, and normal displacement of geocell walls, which weaken the lateral limitation of geocells.

• Structural Engineering and Mechanics
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• 제91권3호
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• pp.315-324
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• 2024

An expansive soil in 4970 special railway line in Dangyang City, China, has encountered a series of landslides due to the expansion characteristics of expansive soil over the past 50 years. Thereafter, a sheet-pile retaining structure was adopted to fortify the expansive soil slope after a comprehensive discussion. In order to evaluate the efficacy of engineering measure of sheet-pile retaining structure, the field test was carried out to investigate the lateral pressure and pile bending moment subjected to construction and service conditions, and the local daily rainfall was also recorded. It took more than 500 days to carry out the field investigation, and the general change laws of lateral pressure and pile bending moment versus local daily rainfall were obtained. The results show that the effect of rainfall on the moisture content of backfill behind the wall decreases with depth. The performance of sheet-pile retaining structure is sensitive to the intensity of rainfall. The arching effect is reduced significantly by employing a series of sheet behind piles. The lateral pressure behind the sheet exhibits a single-peak distribution. The turning point of the horizontal swelling pressure distribution is correlated with the self-weight pressure distribution of soil and the variation of soil moisture content. The measured pile bending moment is approximately 44% of the ultimate pile capacity, which indicates that the sheet-pile retaining structure is in a stable service condition with enough safety reserve.

• Geomechanics and Engineering
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• 제16권4호
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• pp.435-448
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• 2018

In order to make reliable earthquake-resistant design of civil engineering structures, one of the most important considerations in a region with high seismicity is to pay attention to the local soil condition of regions. It is aimed in the current study at specifying dynamic soil characteristics of Kirikkale city center conducting the 1-D equivalent linear and non-linear site response analyses. Due to high vulnerability and seismicity of the city center of Kirikkale surrounded by active many faults, such as the North Anatolian Fault (NAF), the city of Kirikkale is classified as highly earthquake-prone city. The first effort to determine critical site response parameter is to perform the seismic hazard analyses of the region through the earthquake record catalogues. The moment magnitude of the city center is obtained as $M_w=7.0$ according to the recorded probability of exceedance of 10% in the last 50 years. Using the data from site tests, the 1-D equivalent linear (EL) and nonlinear site response analyses (NL) are performed with respect to the shear modulus reduction and damping ratio models proposed in literature. The important engineering parameters of the amplification ratio, predominant site period, peak ground acceleration (PGA) and spectral acceleration values are predicted. Except for the periods between the period of T=0.2-1.0 s, the results from the NL are obtained to be similar to the EL results. Lower spectral acceleration values are estimated in the locations of the city where the higher amplification ratio is attained or vice-versa. Construction of high-rise buildings with modal periods higher than T=1.0 s are obtained to be suitable for the city of Kirikkale. The buildings at the city center are recommended to be assessed with street survey rapid structural evaluation methods so as to mitigate seismic damages. The obtained contour maps in this study are estimated to be effective for visually characterizing the city in terms of the considered parameters.

• 한국토양비료학회지
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• 제28권4호
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• pp.295-300
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• 1995

우리나라 논토양을 1995년 벼 이앙전(移秧前) 3~5월에 15cm 표토(表土) 1,196점을 채취(採取)하여 이들중에 함유된 Cd, Cu, Pb, Zn, Cr, Ni의 자연함량(自然含量)을 조사(調査)한 결과(結果)는 다음과 같다. 1. 토양중(土壤中) 0.1N-HCl가용성(可溶性) 중금속(重金屬)의 평균함량(平均含量)은 카드뮴 0.133(0~0.90) 구리 4.52(0~60.80), 납 4.62(0~18.27), 아연(亞鉛) 3.90(0.3~43.03), 크롬 0.362(0~1.16), 니켈 1.38(0~4.14)mg/kg이였다. 2. 각(各) 성분(成分) 모두 '81년 조사치(調査値)와 유사(類似)한 경향이나 납과 아연(亞鉛)은 다소 적고 카드뮴과 구리는 많았으며 '88년도 조사보다는 크롬은 적고 니켈은 많은 경향이다.