• Title/Summary/Keyword: Ground investigation

Search Result 1,052, Processing Time 0.028 seconds

Investigation into circulation of ground water by air sparging (Air sparging에 의한 지하수 순환에 관한 연구)

  • 이준희;강구영
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
    • /
    • 1998.11a
    • /
    • pp.232-235
    • /
    • 1998
  • Air sparging system is a kind of in-situ bioremediation method in the contaminated ground water. When Air sparging, the both of water circulation and oxygen transfer happend in the same time. The hydraulic differential head is zero at the middle height of well, is negative below the height and is possitive above the height. Hydroraulic head gradient is proportioned to air superficial velocity in the well. But over 24m/min of the superficial velocity, the hydraulic head gradient increase little.

  • PDF

사용종료 매립지 주변 토양 및 지하수 환경성 분석

  • 김상근;정하익;이용수
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
    • /
    • 2003.09a
    • /
    • pp.188-191
    • /
    • 2003
  • Soil and ground water environments around closed landfill is very important to estimate a environmental stabilization of landfill. In this study, geoenvironmental investigation was carried out for closed unsanitary landfill in Gyeonggido. Geotechnical and environmental characteristics of ground water and soil around this landfill site was evaluated for analysis of its environmental situation.

  • PDF

A Study on High Graded Limestone Population Area (석회석 원소재의 고품위대 조사를 위한 연구)

  • Kim, Jun-Kyoung
    • 한국지구물리탐사학회:학술대회논문집
    • /
    • 2007.06a
    • /
    • pp.343-348
    • /
    • 2007
  • Geophysical methodology using GPR(Ground Penetrating Radar) were applied both to the limestone producing area(Sambo Mine Company & Haksanri Area) and to Landfill area(Mureung Landfill Site). The investigation results resultant from both the limestone producing area(Sambo Mine Company & Haksanri Area) showed that there are a few events reflected from boundaries between caves and basement rocks. Those from landfill area showed that more complicated and small size events are found. These events could be from different electric characteristics of various kinds of composition materials in the landfill site.

  • PDF

A Proposal of Geological Investigation method Concomitant with Ground Construction : In the Light of Southeast Korean peninsula. (건설공사에 수반되는 지질조사 방법에 대한 제안 : 한반도 동남부 지역을 중심으로)

  • 류춘길;김성욱;이현재;정성교
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2002.03a
    • /
    • pp.87-92
    • /
    • 2002
  • Engineering geological studies were conducted for igneous rocks in southeast Korean peninsula. The purpose of the study is to establish zoning in view of engineering geology in ground construction. For engineering geological implication, lithology, lineament structure and discontinuities were surveyed and analysed. Using constructed data, We compared geological and engineering geological characteristics and made out the detailed engineering geological map. The map responses engineering characteristics such as weathering degrees, discontinuity systems of different rock types.

  • PDF

Field and laboratory assessment of ground subsidence induced by underground cavity under the sewer pipe

  • Kong, Suk-Min;Kim, Dong-Min;Lee, Dae-Young;Jung, Hyuk-Sang;Lee, Yong-Joo
    • Geomechanics and Engineering
    • /
    • v.16 no.3
    • /
    • pp.285-293
    • /
    • 2018
  • In densely populated urban areas with a large amount of infrastructure, ground subsidence events can result in massive casualties and economic losses. In South Korea, the incidence of ground subsidence in urban areas has increased in recent years and the number of underground cavities suspected of causing such events has significantly increased. Therefore, it is essential to develop techniques to prevent the occurrence of underground and ground subsidence. In this study, a field test, laboratory test, and numerical analysis were conducted to determine the optimal compaction degree of the upper support layer of any underground cavity below the level of sewer pipes in order to prevent such cavities from collapsing and leading to ground subsidence accidents. During the field test, an underground cavity was simulated using ice, and the generation of the cavity was confirmed using ground penetrating radar. The ground investigation was performed using a cone penetration test, and the compaction of the ground where ground subsidence occurred was evaluated with a laboratory test. The behaviour of the ground under various conditions was predicted using a numerical analysis based on the data obtained from the field test and previous studies. Based on these results, the optimal compaction degree of the ground required to prevent the underground cavity from causing ground subsidence was predicted and presented.

Geo-Environmental Site Investigation for Underground Oil Storage facilities and Landfill Using the Envi-Cone Penetrometer System (환경콘 관입시스템을 이용한 유류저장소 및 폐기물매립지 지중환경특성 조사)

  • 정하익;홍승서;김영진;홍성완;곽무영
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
    • /
    • 2000.05a
    • /
    • pp.33-36
    • /
    • 2000
  • The purpose of this study investigated underground oil storage(USTs) and Landfill using the envi-cone penetrometer system. The electrical resistivity sensor, pH sensor, ORP sensor, and thermometer are installed in envi-cone penetrometer system. This envi-cone penetrometer system provides a continuous profile of measurements, and it is rapid, repeatable, reliable and cost effective for investigation of contaminated ground.

  • PDF

Technical Trend of Offshore Geotechnical Site Investigations (해상 지반조사 분야의 기술 동향)

  • Cho, Sung-Min
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2007.09a
    • /
    • pp.639-653
    • /
    • 2007
  • Offshore geotechnical site investigation of the seabed ground has been a key factor of the successful construction of various types of offshore structures like as sea-crossing bridges, submerged tunnels, and other marine facilities. Offshore investigations are not easy tasks because of the wave, wind, tidal ebb and flows, and others. Recent developments of offshore equipment including platforms and testing devices like as maine cone penetrator have inspired us to get more reliable characteristics of the seafloor. General information on the offshore site investigations and technical trends concerned are introduced.

  • PDF

Analysis about Biotope Area Ratio of New Town Housing Complex in the Metropolitan Area of Korea (우리나라 수도권 신도시 주거단지의 생태면적률 분석)

  • Oh, Choong-Hyeon;Kim, Han-Soo
    • Journal of the Korean Institute of Landscape Architecture
    • /
    • v.34 no.4 s.117
    • /
    • pp.105-115
    • /
    • 2006
  • Biotope Area Ratio ($BFF; BiotopFl{\"{a}}chenFaktor$) was developed in Berlin, Germany in 1990s and introduced to Korea in 1999. It is the ratio of the uncovered soil areas which have the natural circulating capability compared to whole development areas. This study seeks for alternative ways to increase Biotope Area Ratio of residential areas in the metropolitan areas of Korea by investigation on new housing developments. The study investigates four new towns including Seoul Eunpyung new town, Yongin Kusung district, Goyang Pungdong and Juyeopdong districts and Hwasung Dongtan district. The Biotope Area Ratio of study sites is between 23.51 % and 40.69%. This result is not relevant to land use conditions, such as the building-ta-land ratio, natural ground green area ratio. This ratio satisfies the minimum requirements of City of Seoul, except 2 sites. Considering that the study sites are relatively low density land use areas compared to Seoul's average, thus, a higher standards is necessary for new town housing complexes. Because Biotope Area Ratio includes artificial ground green area ratio, Biotope Area Ratio is possible can be increased with decreased natural ground green area ratio. And so, when Biotope Area Ratio is applied to new town development, it must go side by side with a definite natural ground green area ratio.

A Theoretical Study on the Ground Water Flow Adjacent to Buried Pipe (지중 매설관 주변의 지하수흐름에 대한 이론적 고찰)

  • Lee, Seung-Hyun;Han, Jin-Tae
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.12 no.3
    • /
    • pp.1439-1443
    • /
    • 2011
  • A theoretical study on the ground water flow adjacent to buried pipe was conducted. Incompressible and irrotational flow were considered in analytical study. Ground water flow were defined by complex potentials. Firstly, uniform flow without buried pipe was analysed and then the effect of buried pipe was considered by superposition via circle theorem. Although two kinds of flow can be added by linearity of complex potentials, investigation of the singularities of the complex potentials should be done in advance. Finally, ground water flow past a buried pipe was analysed via complex potentials and net force exerted on the buried pipe by the ground water flowing past with circulation was derived.

Soil Ionization Phenomena around a Hemispherical Electrode Stressed by Impulse Voltages (임펄스전압에 의한 반구형 전극계에서 토양의 이온화 현상)

  • Heo, Dae-min;Kim, Hoe-gu;Lee, Bok-hee
    • KEPCO Journal on Electric Power and Energy
    • /
    • v.2 no.4
    • /
    • pp.601-608
    • /
    • 2016
  • The electrical characteristics of the soil where a ground electrode is buried vary with regions, seasons and environmental factors. Electrical discharge in the vicinity of the ground electrode will occur differently and significantly affect the performance of the grounding system. It is necessary to analyze discharge and ionization characteristics of soils when the grounding system is designed. The aims of this investigation are to understand correlation between the soil ionization and the transient ground impedance. This paper presents the experimental results on the soil ionization parameters and the transient ground resistance due to the soil ionization around a hemispherical ground electrode stressed by lightning impulse voltages.