• Title/Summary/Keyword: Site Investigation

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The Secondary Succession and Species Diversity at the Burned Area of the Pine Forest (소나무 수림의 산화적지의 이차천이와 종다양성)

  • Kim, Weon
    • The Korean Journal of Ecology
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    • v.12 no.4
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    • pp.285-295
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    • 1989
  • This report is results of an investigation on the secondary succession and species diversity of the burned area. Fifty hectares of pine forest was burned by the crown fire of the spring (April 6) 1986. The results obtained from spring 1989 were summarized as follows: In the burned area , site and unburned area (U), the vascular plant fo 69 kinds, 49 kinds and 24 kinds were lsted respectively. The life form spectrum of burned area was H---e type, which is common type in most burned area and that unburned area, H---e type. The species diversity (H)and evenness index (e) of burned area (, site) were H=2.51, 1.65 and e=0.59, 0.44 and those of unburned area (U) were H=1.28 and e=0.40. The similarity index was the value of 0.594 in - and 0.236 in -U site. The similarity between and site was greater than between site and U site, and that between and U-site, The dominance index (c) of , and U-site was 0.16, 0.39 and 0.42 respectively. The succession degree (DS) of , and U-site was 244.0, 227.6 and 854.4 respectively. Soil pH, available phosphorous, and exchangeable potassium in the burned area were higher than those in the unburned area, and total nitrogen, organic carbon, and C/N ratio in the burned area were higher than those in the unburned area, and organic matter in the burned area was higher than that in the unburned area.

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A STUDY ON PERIODONTAL DISEASE SEVERITY AND MYELOPEROXIDASE IN GINGIVAL CREVICULAR FLUID (치주질환 심도와 치은열구액내 Myeloperoxidase에 관한 연구)

  • Choi, Byung-Son;Kwack, Jung-Minn;Kim, Hyung-Seop
    • Journal of Periodontal and Implant Science
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    • v.25 no.3
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    • pp.733-740
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    • 1995
  • This investigation was undertaken to determine the relationship between the amount of polymorphonuclear leukocyte(PMN) enzyme myeloperoxidase(MPO) in gingival crevicular fluid(GCF) collected from active or control site and gingival disease status described by clinical indices(gingival index, papillary bleeding index, pocket depth, periotron unit). The results were as follows : 1. MPO activity/site was greater at active sites than at control sites. 2. According to increasing the clinical parameters, MPO/sites was higher statistically (P<0. 01, P<0.05). 3. High MPO(unit/site) groups was higher statistically than low MPO(unit/site) groups in various clinical parameters. 4. Correlation coefficients between MPO(unit/site) and GI, MPO($unit/{\mu}l$ GCF) and periotron unit were 0.4782, -0.5901, respectively.

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A Study on Critical Success Factors for 6 Sigma Project in Construction Site using Factor Analysis (요인분석법을 이용한 건설시공 현장에서의 6시그마 개선활동 성공요인에 관한 연구)

  • Kim, Chae-Soo
    • Journal of Korean Society of Water and Wastewater
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    • v.28 no.1
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    • pp.125-134
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    • 2014
  • 6 sigma is a management innovation strategy which improves most of all managerial processes including transactional and project based operations such as marketing, purchasing, accounting, and construction. Even though 6 sigma is trying to solve problems from the customer's viewpoint in the scientific manner, project leader feels some difficulties in implementation because of several reasons. Especially the difficulties are prevalent in construction site. This paper investigates the cause of the difficulties through questionnaires, analyzes the investigation results, and verifies the critical success factors of 6 sigma implementation. Factor analysis has been usually employed in reducing quantity of data and summarizing information chaos. In this study, several variables from questionnaires are grouped into just only four factors by the process of factor analysis. The critical success factors are extracted as project management system, implementation mechanism, site condition, and project ownership. Some ideas for each individual success factor are suggested, which are expected to be useful in successful implementation of 6 Sigma in construction site.

환경물리탐사 기법을 이용한 유류오염 주유소 부지 특성 조사

  • Kim Chang-Ryeol;Go Gyeong-Seok;Kim Jeong-Ho;Park Sam-Gyu;Son Jeong-Sul;Jeong Ji-Min
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2005.04a
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    • pp.429-432
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    • 2005
  • Geophysical investigations, as a non-invasive method, were conducted at the former gas station site contaminated with fuel hydrocarbons. GPR (Ground Penetrating Radar) survey was performed to locate buried objects such as USTs (Underground Storage Tanks) and fuel pipes which might serve as a origin of the site contamination. Additional GPR investigation and a resistivity survey were conducted to map water table and to characterize shallow geologic structures of the site. The results of the study have shown that seven USTs including one unknown UST and buried fuel pipes are present, and that the groundwater elevation varies with topography from approximately 1.5 to 3m below the surface and the water table is located in the residual soils above the bedrock in the site. The results also show that the geophysical methods can be a very useful tool for the characterization of the contaminated site.

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A Numerical Analysis of Soil-Pile Systems for Pile Load Tests at a Korean Site (국내 말뚝재하시험에 대한 지반-말뚝계의 수치해석)

  • Oh, Se-Boong;Ahn, Tae-Kyong;Choi, Yong-Kyu
    • Journal of Ocean Engineering and Technology
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    • v.13 no.1 s.31
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    • pp.94-104
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    • 1999
  • In order to evaluate the performance of axially of laterally loaded piles experimentaly, pile load tests can be carried out at the site Otherwise stress analyses or subgrade reaction analyses can solve the problem. In this study, stress analysis using FLAC code and subgrade reaction analyses using load transfer curves recommended by API(1993) were performed consistently on the basis of a result of site investigations, and the result of analyses was compared with the measured. As a result the behavior of pile heads was analyzed accurately for both axially and laterally loaded tests. Furthermore axially transferred loads were calculated appropriately for the measured and axial loads were transferred mainly mainly by the frictional resistance rather than by the tip resistance. Consequently, it can be commented that both analysis methods of soil-pile systems are applicable at teh objective site and that solutions may be more accurate if material properties from the site investigation are more explicit.

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A Study on Investigation Procedure of Chemical Spill by Vehicle Transporting Chemicals (화학물질 운반차량 누출사고 처리절차에 관한 연구)

  • Kim, Sungbum;Lee, Sangjae;Jeong, Seongkyeong;Lim, Myunghee;Song, Youngil;Ahn, Euisan;Jeong, Hoyong;Kim, Najin;Lee, Hyunjoo;Choi, Sungwoon
    • Journal of the Society of Disaster Information
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    • v.13 no.1
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    • pp.1-5
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    • 2017
  • 301 cases of chemical accidents occurred during the recent three years('13~15) recording about 100cases on average in Korea.. Chemical accidents has brought casualties and negative impact on the environment. The chemical accident by transporting vehicles during recent 3 years records 21 on average & takes about 21% of the whole chemical accident. Systematic investigation on chemical accident was needed by corresponding authorities since the transport accident has occurred on the road, all over the nation. For the systematic investigation on the accident scene by the corresponding authorities, the cooperation of transport companies and transport contractor is highly necessary. The investigation of such accident scene was examined and analyzed in this study. Through this study, the results can be basis to analyzed the cause of chemical accident by transporting vehicles and to prepare procedures for on-site investigation and handling systematically.

Assessment of Electrical Safety for Grounding System by Investigation on the Spot (현장조사에 의한 접지시스템의 전기안전성 평가)

  • Gil, Hyoung-Jun;Kim, Dong-Woo;Kim, Dong-Ook;Lee, Ki-Yeon;Kim, Hyang-Kon
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2008.05a
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    • pp.361-364
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    • 2008
  • This paper deals with assessment of electrical safety for grounding system of buildings by investigation on the spot at construction site. The investigation was carried out for grounding method, grounding type, shape of grounding electrode, grounding for lightning protection system, continuity of steelwork in reinforced concrete structure and so on. The investigation on the spot was performed by researcher, engineer with over fifteen years of industry experience all over the country. As a result of investigation on the spot to 13 buildings, common grounding method was dominant. A new grounding system based on international standards includes unity grounding system, structure grounding utilizing steel reinforced concrete, equipotential bonding. use of surge protective device.

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A Case Study of Analysis and Design for the Tunnel Stablization in Fault Zone by FRP Reinforced Grouting Method (FRP보강 그라우팅에 의한 단층대의 터널 안정성 분석 및 설계 사례 연구)

  • 박종호;최용기;박영목;권오엽;이재봉
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.121-128
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    • 2001
  • This is a case study of stability analysis and reinforcement design for the tunnel where the collapse of the entrance slops occured along the fault zone developed in the bed rock. According to the site investigation, the main factor of sliding is the influence of fault gouge and heavy rainfall. Considering the in-situ condition, the versatile reinforcement methods is needed, and so the close investigation on the site area was accompanied with the stability analysis of tunnel and slops. The FRP(Fiberglass reinforced plastic) grouting method improved the defect of Steel Umbrella Arch Method, such as oxidation, low work efficiency, the material's heavy weight, is adapted as the reinforcement methods.

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A Study on Stability Evaluation and Numerical Analysis for Installing of Real-Time Monitoring System on Risky Road Cut Slope (위험절토사면의 안정성평가 및 상시계측시스템 설치를 위한 수치해석적 연구)

  • Choi, Ji-Yong;Lee, Jong-Hyun;Lee, Yeob-Jung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1139-1146
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    • 2009
  • Collapse of cut slope includes many uncertainties in view of the reason and time. So, in the past, risky cut slopes have been dealt after they've been collapsed through post-management measures. But recently, advanced disaster prevention system is required, and as a part of that RTMS(Real-Time Monitoring System) was developed. In this study, stability of risky cut slope was evaluated by site investigation. To grasp deformation behavior characteristics of slope, numerical analysis based on FEM was performed and using results of that, specific standards for installation of Real-Time Monitoring System were suggested.

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Analyses of Debris Flow Characteristics through Site Investigation (현장 조사를 통한 토석류 특성 분석)

  • Yoo, Nam-Jae;Choi, Young-June;Lee, Cheol-Ju
    • Journal of Industrial Technology
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    • v.29 no.A
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    • pp.135-143
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    • 2009
  • Most of debris flow occurred in Korea have been known to be caused by the heavy rainfall at the soil deposits on the mother rock, affected by conditions of rainfall, topography and geology, especially terrain deposits. A study on debris flow behavior should be carried out by investigating various types of debris flow systematically and analyzing their complicate characteristics in the engineering view points. Tremendous debris flows occurred at Duksan-ri in Inje-gun of Gangwon province during summer in 2006. These sites are selected to study the characteristics of debris flow by investigating the influencing factors on it and analyzing their correlations between them. Most of data about influencing factors were obtained by visiting sites in field.

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