• 대한건축학회논문집:구조계
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• 제34권1호
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• pp.3-10
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• 2018

This experimental investigation was conducted to observe the shear strengthening behavior of pre-damaged reinforced concrete (RC) beams strengthened with externally post-tensioning steel rods. A total of six simply supported beams - two control beams and four post-tensioned beams using external steel rods - were tested to failure in shear. The external steel rods of 18 mm or 28 mm diameter were respectively employed as post-tensioning material. The four post-tensioned beams have a V-shaped profile with a deviator (or saddle pin) located at mid-span, and the post-tensioning system increased the low load-carrying capacity and overcame a little bit of deflection caused by damage. Concretely, the load-carrying capacity and flexural stiffness were respectively increased by about 25~57% and 263~387% due to the post-tensioning when compared with the unstrengthened control beams.

• Computers and Concrete
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• 제34권1호
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• pp.15-31
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• 2024

This study explores the failure mechanisms of 'I' shaped non-persistent cracks under uniaxial loads through a combination of experimental tests and numerical simulations. Concrete specimens measuring 200 mm×200 mm×50 mm were manufactured, featuring 'I' shaped non-persistent joints. The number of these joints varied from one to three, with angles set at 0, 30, 60, and 90 degrees. Twelve configurations, differing in the placement of pre-existing joints, were considered, where larger joints measured 80 mm in length and smaller cracks persisted for 20 mm with a 1 mm crack opening. Numerical models were developed for the 12 specimens, and loading in Y-axis direction was 0.05 mm/min, considering a concrete tensile strength of 5 MPa. Results reveal that crack starting was primarily influenced by the slope of joint that lacks persistence in relation to the loading direction and the number of joints. The compressive strength of the samples exhibited variations based on joint layout and failure mode. The study reveals a correlation between the failure behavior of joints and the number of induced tensile fracture, which increased with higher joint angles. Specimen strength increased with decreasing joint angles and numbers. The strength and failure processes exhibited similarities in both laboratory testing and numerical modeling methods.

• 한국환경과학회지
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• 제17권10호
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• pp.1121-1127
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• 2008

The free-living amoeba and Acanthamoeba sp. are widely distributed in fresh water, soil, air and dust in the world. We studied distribution of amoeba from low Nakdong River(Mulgum and Maeri) and removal efficiency in water treatment process of Busan metropolitan city. During this investigation, water quality showed pH $7.4{\sim}9.6({\pm}1.1)$, water temperature $2.0{\sim}29.0({\pm}17)^{\circ}C$, turbidity $4.8{\sim}27.4({\pm}11.0)$ NTU, chlorophyll-a $10.3{\sim}109.0({\pm}44.3)\;mg/m^{3}$, BOD $1.7\sim4.9({\pm}2.6)$ mg/L, COD $3.1\sim-6.9({\pm}5.0)$ mg/L and total coliform $17\sim920({\pm}200.5)$ MPN/100 mL. The free-living amoeba were detected highly than Acanthamoeba sp., 11 out of 22 in raw water samples were positive (50%) for Acanthamoeba sp. from February 2005 to December 2005. The seasonal characteristics of tree-living amoeba and Acanthamoeba sp. in raw water were mainly distributed through the spring to the early fall. When tree-living amoeba and Acanthamoeba sp. were passed through the water treatment of pilot-plant, approximately 80% was sure to be removed through pre-ozonation, sedimentation, send filtration. 100% was removed after post-ozonation process. All of the isolated amoebas from Nakdong River were Acanthamoeba sp. AC311 18S ribosomal RNA gene with 98% nucleotide sequence homology.

• 한국지반신소재학회논문집
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• 제9권4호
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• pp.57-66
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• 2010

본 연구에서는 현장사례를 이용하여 석산개발이 주변 지역에 위치하는 토양 및 하천의 중금속오염에 미치는 영향을 분석하였으며, 분석결과를 비탕으로 중금속오염에 대한 대책방안을 제시하고자 하였다. 석산개발 부지 인근의 하천 및 토양의 중금속오염 조사결과, 석산개발로 인하여 발생된 미세석분 및 침출수가 삼막천으로 유입되면서 오염을 초래한 것으로 분석되었다. 또한 석산개발 주변지역의 중금속 오염도에 대해, 오염지수를 이용하여 평가한 결과, 오염된 지하수가 삼막천 오염의 주원인인 것으로 분석되었으며, 토양의 중금속오염은 오염된 지하수가 삼막천에 유입되어 중금속이 삼막천 하상에 퇴적된 것으로 확인되었다. 따라서 삼막천 오염의 주원인인 지하수에 대한 중금속 제어는 환경친화적인 반응물질이 적용된 투수성 반응벽체 (PRE, Permeable Reaction Barrier) 시스템을 통하여 수행하는 것이 바람직 할 것으로 판단된다.

• 한국조경학회지
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• 제21권2호
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• pp.91-106
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• 1993

The objective of this study is to prepare a proposal for desired changes in the laws and regulations system of the Environmental Impact Assessment (EIA) about cultural assets preservation. The related Korean regulatory system and literature for EIA have been surveyed and case studies have been analyzed and actual cases where cultural assets protection were of issue have been studied to deduce the problems of those areas. Based on the result of this study, proposed changes are as follows; 1. "Status of cultural Assets" is to be included as common assessment factor for all categories of object projects in "Table 2: Essential Assessment Factors for Individual Project Category" of "Ordinance for Preparation of EIA Statement, etc." 2. "Status of Underground Cultural Assets and Potential Underground Cultural Assets" is to be inserted as a survey factor in "Table 3:Format of and Instruction for Impact Statement". 3. The clause of "-- the survey should be performed on-site and the investigation report should be submitted." is to be inserted in methods of survey in "Table 3". 4. Ground survey of cultural assets should be performed prior to completion of project planning, that is, from the stage of pre-study for site selection. 5. The application of impact abatement from "Methods and Plants for Impacts Abatement" of "Report for Development of EIA Statement Technologies" should be included, with proper modification of timing, in "Ordinance for Preparation of EIA Statement, etc." 6. The expense liability clause in "Cultural Assets Preservation Act" is to be revised as "a certain ratio of expenses for excavation should be borne by the government." 7. Regulatory device for collecting appropriate opinions should be established. It may include Cultural Assets Preservation Committee's hearing to the project owner's opinion. be established. It may include Cultural Assets Preservation Committee's hearing to the project owner's opinion.

• 한국건설순환자원학회논문집
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• 제10권3호
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• pp.235-242
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• 2022

CNT 보강 시멘트 페이스트의 침투 임계점은 자기감지 콘크리트의 감지 성능 극대화를 위한 최적 CNT 혼입량과 밀접한 관련이 있다. 하지만 침투임계점은 사용된 시멘트, CNT 그리고 물 시멘트 비에 따라 다양한 값을 가지며, 이를 얻기 위해서는 실험기반의 다수의 시행착오가 불가피하다. 이 연구는 CNT 보강 시멘트 페이스트의 침투 임계점 예측을 위한 침투 시뮬레이션 모델을 제안하였다. 제안된 모델은 CNT 그리고 시멘트 특성을 사용하여 CNT 혼입량에 따른 침투를 시뮬레이션할 수 있으며, 이를 위해 응집된 CNT 입자 수 개념이 사용되었다. 침투 시뮬레이션 과정은 미수화 시멘트 페이스트 모델 형성, CNT 랜덤분산, 그리고 침투 조사의 순서로 구성된다. 시뮬레이션에는 물 시멘트 비가 0.4-0.6인 CNT 보강 시멘트 페이스트가 사용되었으며, 시뮬레이션 된 침투 임계점은 문헌 결과 대비 최대 7.5 %의 시뮬레이션 잔차율로 높은 정확도를 보였다.

• 한국환경복원기술학회지
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• 제26권6호
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• pp.205-220
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• 2023

This study aimed to analyze the needs and interests of the public on endangered wildlife using complaint big data. We collected 1,203 complaints and their corresponding text data on endangered wildlife, pre-processed them, and constructed a document-term matrix for 1,739 text data. We performed LDA (Latent Dirichlet Allocation) topic modeling and network analysis. The results revealed that the complaints on endangered wildlife peaked in June-August, and the interest shifted from insects to various endangered wildlife in the living area, such as mammals, birds, and amphibians. In addition, the complaints on endangered wildlife could be categorized into 8 topics and 5 clusters, such as discovery report, habitat protection and response request, information inquiry, investigation and action request, and consultation request. The co-occurrence network analysis for each topic showed that the keywords reflecting the call center reporting procedure, such as photo, send, and take, had high centrality in common, and other keywords such as dung beetle, know, absence and think played an important role in the network. Through this analysis, we identified the main keywords and their relationships within each topic and derived the main issues for each topic. This study confirmed the increasing and diversifying public interest and complaints on endangered wildlife and highlighted the need for professional response. We also suggested developing and extending participatory conservation plans that align with the public's preferences and demands. This study demonstrated the feasibility of using complaint big data on endangered wildlife and its implications for policy decision-making and public promotion on endangered wildlife.

• 한국물환경학회지
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• 제33권1호
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• pp.1-7
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• 2017

식생체류지는 도시 강우유출수 관리를 위한 저영향개발 및 그린인프라 기술이며, 개발이전의 상태를 최대한 유지하는 강우유출수 관리기술로 자연을 모방하면서 생태계의 다양성을 향상시키는 기술이다. 본 연구는 식생체류지의 물순환 능력과 비점오염물질의 저감효율에 영향을 끼치는 인자를 도출하기 위하여 4개의 식생체류지 시스템에 대하여 연구를 수행하였다. 2개의 식생체류지, 즉 Type A-C와 Type A-FC에는 국화와 매발톱꽃이 식재되었으며, Type B-A와 Type B-JM식생체류지에는 진달래 및 조팝나무와 같은 관목식물이 식재되었다. 연구결과 식생체류지의 유출저감, 저류량 및 오염물질 저감에 영향을 끼치는 인자로는 TV, 침투기작, 여과재의 두께와 식생 종류로 나타났다. Type B-A와 Type B-JM식생체류지 설계시에는 유출저감, 지하수 충진, 긴 체류시간과 첨두유출량 저감과 비점오염물질 저감을 고려하여 설계가 필요한 것으로 나타났다. 반면에 Type A-C와 Type A-FC 식생체류지 설계시에는 지하수 오염 저감을 중요하게 고려하여야 하는 것으로 나타났다.

• 한국발생생물학회지:발생과생식
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• 제11권2호
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• pp.79-84
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• 2007

냉동보존이 진주조개(Pincata fucata martensii) 유생의 형태 및 구조에 미치는 영향을 알아보기 위하여 냉동전후 D형 및 각정기 유생을 광학 및 전자현미경으로 조사하였다. 동해방지제는 0.2 M sucrose를 첨가한 2.0 M $Me_2SO$를 사용하였다. 냉동후 유생은 일부 패각이 손상되긴 했지만 hinge와 prodissoconch가 뚜렷하게 나타났으며, 소포체, 지질 과립, 미토콘드리아, 핵 등을 포함한 세포내 소기관들이 고르게 분포되어 있었다. 또한, 섬모가 규칙적으로 배열되어 있었고, 섬모 아래 미토콘드리아와 지질과립이 위치해 있는 것이 관찰되었으나, 일부 해동된 유생에서 섬모의 불규칙적인 배열과 섬모환이 둥글게 뭉쳐져 있는 모습이 관찰되었다. 이러한 결과는 진주조개의 D형 유생과 각정기 유생이 냉동에 쉽게 영향을 받을 수 있다는 것을 보여준다. 따라서 냉동보존 시 세포의 손상을 감소시킬 수 있는 연구가 이루어져야 할 것으로 사료된다.

• 지질공학
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• 제32권3호
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• pp.363-376
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• 2022

An area under construction for a living facility collapsed around 12:48 KST on 13 January 2021 in Sa-dong, Ansan-si, Gyeonggi-do. There were no casualties due to the rapid evacuation measure, but part of the temporary retaining facility collapsed, and several cracks occurred in the adjacent road on the south side. This study used the potential of synthetic aperture radar (SAR) satellite for surface property changes that lies in backscattering characteristic to map the collapsed structure. The interferometric SAR technique can make a direct measurement of the decorrelation among different acquisition dates by integrating both amplitude and phase information. The damage proxy map (DPM) technique has been employed using four high-resolution Constellation of Small Satellites for Mediterranean basin Observation (COSMO-SkyMed) data spanning from 2020 to 2021 during ascending observation to analyze the collapse of the construction. DPM relies on the difference of pre- and co-event interferometric coherences to depict anomalous changes that indicate collapsed structure in the study area. The DPMs were displayed in a color scale that indicates an increasingly more significant ground surface change in the area covered by the pixels, depicting the collapsed structure. Therefore, the DPM technique with SAR data can be used for damage assessment with accurate and comprehensive detection after an event. In addition, we classify the amplitude information using support vector machine (SVM) and maximum likelihood classification algorithms. An investigation committee was formed to determine the cause of the collapse of the retaining wall and to suggest technical and institutional measures and alternatives to prevent similar incidents from reoccurring. The report from the committee revealed that the incident was caused by a combination of factors that were not carried out properly.