• Title/Summary/Keyword: geo-field

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Real-time Geotechnical Information Database Development Using Location Based Service (LBS를 이용한 실시간 지반정보 DB 구축 시스템 개발)

  • Woo, Je-Yoon;Koo, Jee-Hee;Lee, Sang-Hoon
    • Journal of Korea Spatial Information System Society
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    • v.5 no.2 s.10
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    • pp.91-103
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    • 2003
  • There are currently tremendous amount of geotechnical information saved, which has been qcquired for essential application of site selection, plan, design, constructin, repari in the builing work. However, due to the lack of the location data attribute, there has been a trouble in its analysis and GIS implementation. In this study, the geotechnical information aquisition program(PGeo) for real-time database in the field and geotechnical information reporting program(GeoReport) by Web-GIS for additional data input and its reporting function has been developed.

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Development of Interface for the Agricultural Non-point Source Model Geo-Spatial Information System (지형공간 정보체계를 이용한 농업비점오염원모델의 인터페이스 개발)

  • 양인태;최연재;김동문;권혁원
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.17 no.4
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    • pp.393-401
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    • 1999
  • Non-point source pollution poses a serious threat to river. therefore non-point pollution model was developed. This non-point pollution model requires detailed spatial data for accurate predictions Geo-spatial Information System(GSIS) is well suited to those needs. The parameters for these models provided by the GSIS were slope, slope shape, field slope length and SCS run off curve number. Hence, this study presents an application of GSIS processing tools for AGNPS model developed by the ARS(Agricultural Research Service) in cooperation with the MPCA(Minnesota Pollution Control Agency) and has developed interface that construct the input data of ASCII type in the AGNPS model using GSIS.

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Necessity of Adjustment of the Jurisdiction of Local Governments based on Watershed (유역(流域)을 기초로 한 행정구역경계설정의 필요성)

  • Lee, Won-Young
    • Journal of Environmental Impact Assessment
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    • v.10 no.3
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    • pp.245-255
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    • 2001
  • The management of water, both the quantity and the quality, has been one of the most important issues in the public investment and it is equally true in the field of sustainable development. Nevertheless, the jurisdiction of local governments has been delineated without much attention to the issue of the water management. In the planning of wide areas such as cities, countries, the metropolis, and the megalopolis, it is necessary to well arrange the geographical jurisdiction of local governments as a unit of region. The river water system, including small streams to large rivers, should be given its due share in the planning and jurisdictional delineation. The traditional concept of the local government's jurisdiction emphasizing the accessibility may be fading away. Instead, the efficiency of the public management would be the main concept in determining the jurisdiction of local governments. The river improvement, the waterworks, the sewage, the maintenance of water quality, the space of water recreation, are relatively important in the efficient management of that area. This paper argues for the equalization between the geographical jurisdiction of local governments and watersheds. To this end, I do case studies of the local governments areas such as Ri(里), Eup Myon(邑 面), Si Gun(市 郡), KyangyokSi Do(廣域市 道). The study interprets ARS will be one of the principles of land use and the reorganization of the local jurisdiction in the future as a geo-systematic and the eco-systematic criteria.

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Geo-location White Space Spectrum Databases: Models and Design of South Africa's First Dynamic Spectrum Access Coexistence Manager

  • Mfupe, Luzango;Mekuria, Fisseha;Mzyece, Mjumo
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.8 no.11
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    • pp.3810-3836
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    • 2014
  • Geo-location white space spectrum databases (GL-WSDBs) are currently the preferred technique for enabling spectrum sharing between primary users and secondary users or white space devices (WSDs) in the very-high frequency (VHF) and ultra-high frequency (UHF) bands. This is true because technologies for making low-cost WSDs capable of autonomous sensing and detection of available white space (WS) spectrum are not yet feasible. This paper reviews the necessary enabling technical conditions to allow coexistence of primary and secondary systems in the VHF and UHF spectrum through a GL-WSDB approach. The practical implementation of South Africa's first GL-WSDB was performed. Results of WS channels available from five cities in South Africa calculated from the implemented GL-WSDB was compared with a commercially available GL-WSDB and was found to be 68% similar. Additionally, results from the implemented GL-WSDB were compared with measurements obtained from field spectrum scanning campaigns at two different locations in Cape Town, South Africa, and was found to be 64% similar.

The Development of Data Capturing Modules by Speech-Voice Recognition (음성인식에 의한 측량자료취득 모듈개발)

  • 조규전;이영진;차득기
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.18 no.3
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    • pp.279-285
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    • 2000
  • Men's desire for the human interface, due to the development of voice processing technology of computer, and the development of intelligent MMI (Man-Machine Interface) computer technology enabled us to operate computers with our voice without using keyboards or other input systems. Especially, by obtaining field data and layout from the complicated surveying environment and applying the voice recognition technology to the actual surveying work, we can save a lot of working hours and costs. According to the result of this study, the real time Geo-Coding and graphic data-coding were possible with only 25 words by connecting the software engine which recognizes 50,000 different words and the voice recognition technology based on the super IC which recognizes 60 different words with the Total-station and the RTK-GPS.

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Study on Settlement Calculation of the Long-Short Pile Composite Foundation

  • XU, Xin;Kwag, Yunehyeong;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.7
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    • pp.13-18
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    • 2013
  • As a new foundation treatment technology, long-short pile composite's design theory is still in primary phase, and there are no explicit settlement calculation methods in active codes. So it is necessary to study the working mechanism and the methods of settlement calculation. In this paper, the mechanics of long-short pile composite foundation are fully discussed. Meanwhile, based on the shear deformation method, the Mylonakis & Gazetas models about mutual action between two piles and the one between pile and soil are introduced, Considering the performance of cushion, the flexible factors of mutual actions are provided. Then the settlement calculation of long-short pile composite foundation which can consider the mutual actions between pile, soil and cap is deduced, and the correlated program is also developed. Finally, an engineering example is discussed with the method. A comparison shows that calculated results and measured data from a field test pile are in a good agreement, indicating that the presented approach is feasible and applicable in engineering practice.

A Study on the Effect of Improvement Boundary of Vertical Drain Method by Finite Element Analysis (유한요소해석을 이용한 연직배수재의 타설범위에 따른 개량효과에 관한 연구)

  • Chang, Y.C.;Kim, J.H.;Lee, J.S.
    • Journal of the Korean GEO-environmental Society
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    • v.5 no.1
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    • pp.5-12
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    • 2004
  • Soft foundation is extensively distributed in coastal areas including our local regions. Embankment load on such soft foundation causes displacement due to lack of base ground supports. Long-term consolidation can result in settlement and destruction of shear failure and structure. Therefore, a variety of vertical drain methods are applied to construction sites to prevent base from breaking and changing for secure construction. This study analyzed the patterns of changes displacement to determine efficient range of improvement since range of vertical drain material determines vertical and horizontal changes based on the width range of under ground improvement. Changes of intensity with distance from embankment edge were also analyzed in the field study of embankment slope.

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The Settlement Behavior of Dynamically Compacted High Rock Embankment (고성토 암버력 동다짐 지반의 침하거동)

  • Jie, Hong-Keun;Bae, Kyung-Tae;Noh, Jeong-Huyn;You, Kwang-Ho
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.4
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    • pp.61-69
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    • 2012
  • A high rock embankment by means of phased dynamic compaction has hardly carried out in Korea. Settlement of each layer is measured in order to verify the settlement behavior of dynamically compacted high rock embankment. A high rock embankment is generally constructed by dividing into several sub-embankments. Such a sub-embankment and dynamic compaction may induce an increase of pressure at the lower part of embankment and cause a different behavior of ground from initial status. In this study, settlement of a high rock embankment is estimated using a hyperbolic model taking into construction history. The results from prediction are compared with those obtained from field measurements. And second creep settlement is predicted using pre-loading test.

Improvement Effects of Soft Clay Soils Using Quick Lime Piles (생석회 말뚝을 이용한 연약점토지반의 개량효과)

  • Kim, Younghun;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.5
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    • pp.45-51
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    • 2010
  • This study is to evaluate an application of technology to the soft ground stability using quick lime pile in the field. We investigated properties of Korean quick lime by conducting loading test and theoretical consideration about a principle and property of soft ground improvement by quicklime. According to the test results, it was estimated that quick lime pile method has dehydration effect by absorption of quick lime, consolidation effect by swelling of pile, increasing bearing by strength of pile itself and decreasing sinking effect, etc. A material property of quick lime is favorable for construction and considerable strength. In the case of higher strength is required, using cement as additive would increase material strength.

Risk Assessment Framework for Safe Disposal and Reuse of Solidified/Stabilized Wastes (고형화 폐기물의 안정적 처분과 재활용을 위한 환경위해성 평가 체계의 연구)

  • Park, Joo-Yang
    • Journal of the Korean GEO-environmental Society
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    • v.2 no.1
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    • pp.15-22
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    • 2001
  • The key part in risk assessments for disposal sites of solidified/stabilized (S/S) wastes is to predict the contaminant transport from the S/S wastes to the environment under dynamically changing field conditions after characterizing chemical leaching properties of the ash, to evaluate the risk from the predictions, and finally to decide the risk is acceptable. In this paper, a risk assessment framework for disposal and reuse of S/S wastes was developed considering two limiting cases of contaminant leaching. Two types of waste characterization procedures that can determine waste-specific variables for the two limiting cases were developed and verified by applying them to a landfill site of the Municipal Solid Waste incinerator ash solidified/stabilized by cement.

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