• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.370-378
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• 2003

Continuous seismic refraction, reflection and echo-sounder surveys conducted at Koyna Project site provided geotechnical information which helped in choosing the alignment for Head race tunnel and in designing and choosing the site for Lake Tap. Seismic refraction survey both on land and in shallow water determined depths to bedrock and helped in inferring the bedrock quality. Seismic reflection survey mapped the subsurface stratigraphy with high resolution. Reservoir-bed and bedrock contours drawn from the results of the survey helped in choosing the tunnel alignment and the lake tap position cost effectively. It was inferred from the results of the survey that the geology and the quality of rock do not change unexpectedly around the site for extension of Head race tunnel and the lake tapping. The bedrock levels evaluated by seismic survey agreed remarkably well with those inferred in boreholes having Rock Quality Designation 90 percent or more.

• 한국의류산업학회지
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• 제7권1호
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• pp.4-12
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• 2005

The purpose of this study was to analyze the utilization of Fashion Brands Web-site. This analysis was done by 6C Concept(Contents, Community, Commerce, Connection, Customizing, Communication) which was Internet Marketing Strategy. The review of previous studies and empirical investigations through the Internet were processed for this study. 151 fashion brands in department stores in Daegu, Korea were surveyed from January to February 2004. Data were analyzed by using frequency and percentage. Total 105 brands established their Web-Sites of Internet out of 151(69.5%) fashion brands. There were four characters on Contents, six characters on Connection and five characters on Communication. And there were a establishing rate of 38.1 percent on Online Community and 30.5 percent on Online Shopping Mall. On Customizing, 73.3 percent of brands had e-CRM systems.

• 지질공학
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• 제33권4호
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• pp.611-626
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• 2023

본 연구에서는 심층처분 부지선정에 필요한 인자를 선정하기 위해서 IAEA에서 제안한 심층처분을 위한 부지선정 과정 중 부지특성화 단계를 대상으로 해외사례를 검토하였다. 심층처분 방식을 결정한 스웨덴, 핀란드, 미국, 캐나다의 조사인자를 대상으로 분석을 실시하였으며, 조사인자에 대한 조사기법을 분석 정리하였다. 스웨덴과 핀란드의 부지 조사 현황분석 결과 지질, 수리지질, 수리지화학 분야의 조사인자는 공통적으로 포함되어 있으며, 스웨덴과 핀란드의 주요 현장조사 기법의 경우 각 나라에서 수행한 조사 기법이 유사하게 나타났다. 미국의 경우 폐쇄 전/후 지짐에 따른 조사그룹과 조사인자를 제시하고 있으며, 불포화대 조사와 포화대 조사에 대한 조사그룹과 인자를 각각 제시하고 있다. 조사기법에 대해서는 부지특성화 단계의 지구물리 조사기법, 수문 및 수리지질 조사기법, 수리지화학 조사기법, 역학적/물리적 및 열적 특성조사기법을 제시하고 있다. 캐나다의 경우 예비 적합성 평가와 상세부지 평가에 대한 조사인자를 제시하고 있으며, 조사 기법에 대해서는 지질조사, 물리탐사, 시추조사, 수문조사, 실내시험, 화학분석 등에 대해서 상세하기 제시하고 있다. 본 연구 결과는 추후 국내에 적용가능한 부지선정에 필요한 조사인자 및 각 조사인자에 대한 조사기법을 결정하는데 기여할 것으로 기대한다.

• 방사성폐기물학회지
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• 제10권3호
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• pp.199-208
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• 2012

방사성폐기물처분을 위한 부지특성평가 기술 개발을 위해 지질특성조사와 수리지질특성조사가 1997년부터 지표기반 조사, 시추공 조사, 터널조사를 포함하여 수행되었다. 특히, 2006년에는 지하처분연구시설 (KURT, KAERI Underground Research Tunnel)을 건설하여 지하 환경에서 심부지질환경에 대한 연구 뿐 만 아니라 용질이동특성, 미생물특성, 공학적 방벽 시스템 연구 등 방사성폐기물처분을 위한 다양한 수행하고 있다. 본 연구는 한국원자력연구원내 건설된 지하처분연구시설 주변 지역을 연구지역으로 부지특성모델 구축의 일환으로 수행되었다. 연구지역의 지질모델구축을 위해 선형구조분석, 시추공/터널 조사, 지구물리탐사를 포함한 다양한 연구를 수행하여, 암질모델과 지질구조모델을 구축하였으며, 현장수리시험의 결과를 이용하여 암질모델과 지질구조모델을 포함한 지질모델에 입력된 요소에 대한 수리지질특성이 평가되었다.

• 한국지반신소재학회논문집
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• 제5권2호
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• pp.17-22
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• 2006

비위생매립지(非衛生埋立地)의 설치는 매립지 주변의 지반오염에 심각한 영향을 미친다. 동전기정화기법(動電氣淨化技法, Eelectrokinetic Remediation Technology)은 주로 무기오염물질에 의해 오염된 저투수성(低透水性)지반의 정화에, 투수성반응벽체(透水性反應壁體, Permeable Reactive Barrier)는 주로 지하수 내의 유기오염물질의 분해 등에 각각 효과적이다. 본 연구에서는 동전기정화기법과 투수성반응벽체의 장점을 복합적으로 비위생매립지 주변의 오염현장에 적용하여 정화효과를 조사하였다. 환경오염원이자 폐기물인 제강슬래그를 재활용한 오토마이징슬래그(Atomizing Slag)를 투수성반응벽체의 반응물질로 이용하였다. 현장적용 실험결과, 동전기정화기법과 투수성반응벽체의 장점을 복합적으로 적용한 EK & PRB System(EPS)이 원위치(原位置, In-Situ) 정화효율을 높여줌을 알 수 있었다.

• 한국안전학회지
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• 제29권4호
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• pp.42-47
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• 2014

This paper is aimed to investigate and analyze of characteristic for electrical equipment and work environment for the small-scale site. In order to investigate and analyze electrical equipment and work environment for preventing electric shock disaster in construction sites, 50 small-scale construction sites and 12 large-scale construction sites are selected. This paper completed site investigations of low-voltage equipment and the portable electric machine and equipment in 12 large-scale construction sites and 50 small-scale construction sites. The findings were about the electric shock environment relevant to the ground-relevant equipment, the panel board, the protection tools, the sockets, the temporary wiring system, the portable and movable electric machines and equipments in small-scale construction sites. Finally, this study analyzed the domestic and foreign relevant standards and regulations and these findings can be utilized as educational data warning electric shock risk caused by electric equipment in small-scale construction site.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.763-766
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• 2008

우리나라의 해안사구에 위치하고 있는 해안방재림의 실태를 파악한 결과, 신규 조성대상지는 576개소 250.05ha로 개소당 평균 면적이 약 0.43ha인 것으로 나타났다. 따라서 현재의 신규 조성대상지 개소당 기준인 1ha는 조정할 필요가 있으며, 특히 연간 조성사업량인 10ha/년에 의하면 사업이 종료되기까지 약 25년이 소요되므로 5년 이내에 사업이 완료될 수 있도록 사업을 확대해야 하며, 이에 필요한 사업비 확보가 시급히 이루어져야 할 것이다.

• Geomechanics and Engineering
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• 제13권3호
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• pp.475-488
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• 2017

Geotechnical data contributes substantially to the cost of engineering projects due to increasing cost of site investigations. Existing information in the form of soil maps can save considerable time and expenses while deciding the scope and extent of site exploration for a proposed project site. This paper presents spatial interpolation of data obtained from soil investigation reports of different construction sites and development of soil maps for geotechnical characterization of Multan area using ArcGIS. The subsurface conditions of the study area have been examined in terms of soil type and standard penetration resistance. The Inverse Distance Weighting method in the Spatial Analyst extension of ArcMap10 has been employed to develop zonation maps at different depths of the study area. Each depth level has been interpolated as a surface to create zonation maps for soil type and standard penetration resistance. Correlations have been presented based on linear regression of standard penetration resistance values with depth for quick estimation of strength and stiffness of soil during preliminary planning and design stage of a proposed project in the study area. Such information helps engineers to use data derived from nearby sites or sites of similar subsoils subjected to similar geological process to build a preliminary ground model for a new site. Moreover, reliable information on geometry and engineering properties of underground layers would make projects safer and economical.

• 수산해양기술연구
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• 제32권1호
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• pp.16-23
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• 1996

Spatial distribution characteristics, volume backscattering strength and species composition of midwater trawling catch was analyzed biological and acoustical characteristics of anchovy shoal, using a high resolution echo - sounder at the south region of East sea of Korea. 1) In the survey site A of Lat.35$^{\circ}$55'N, Long.129$^{\circ}$45'E, the anchovy shoal of small to middle size with the horizontal range of 10~25m and large size with the horizontal range of 40~50m were distributed together. However in the survey site B of Lat.35$^{\circ}$38'N, Long.129$^{\circ}$40'E, the anchovy shoal was observed to be mainly small size which about 78% of the detected shoal. Another was that the anchovy shoal with the vertical range of 2~8m occupied about 68.6% in the survey site A and that of 6~12m occupied about 42.5% in the survey site B. The mainly the site A and B were found to be 10~50m super (2), 64.5% and 20~80m super (2), 66%, respectively. 2) The volume backscattering strength in the site A and B were observed to be -44.0~ -28.0dB, respectively. In the site A, the backscattering strength of -40.0~ -30.0dB was analyzed about 41.4%. 3) Most of total anchovy shoal was concentrated in the water layer of 50~100m in depth with 15.3~18.5$^{\circ}C$, 34.0~34.3$\textperthousand$ in the survey site A and 14.2~16.4$^{\circ}C$, 34.1~34.2$\textperthousand$ in the survey site B. 4) Mean total length(TL) and body weight(BW) of anchovy in the survey site A were 9.9cm and 4.4g respectively, with TL-BW relationship of BW=0.0007T$L^3.65$super (3.85). In site B, mean total length(TL) and body weight(BW) were 11.2cm and 8.7g, with TL-BW relationship of BW=0.0023T$L^3.36$.

• 한국지하수토양환경학회지:지하수토양환경
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• 제28권2호
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• pp.12-29
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• 2023

Conceptual site model (CSM) development and enhancement for contaminated sites assists in identifying data gaps during the site investigation process. In this study, CSM was developed and enhanced for a contaminated site in Korea as a case study. Site Y was scrutinized four times previously. The site profiles for each scrutiny were reorganized based on the scrutiny reports, and the relevant data was utilized to develop and enhance CSMs. CSM for the first investigation was developed in various forms including table, flowchart, diagram, and narrative formats. CSM was enhanced in a stepwise manner by incorporating the updated profile information obtained in next investigation to existing CSM. The hypothetical data gap analysis between each investigation step was established to meet the purpose of the follow-up investigation. This case study showed that CSM is a useful tool to identify the history and current status of contaminated sites and thereby help in planning supplementary investigations for better site characterization.