• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2003.09a
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• pp.552-556
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• 2003

창원시 대산면 갈전리의 강변여과수 취수지역의 8개의 시추공의 시추지료로부터 파악된 지하지질과 물리탐사자료를 비교하여 둘 간의 연관성을 검토하였다. 본 연구에서는 이미 얻어진 시추공 자료와 비교ㆍ검토하기 위하여 지구물리탐사를 실시하였다. 수행된 지구물리탐사는 쌍극자배열 전기비저항 수평탐사, 슐럼버져법배열 전기비저항 수직탐사, 지하투과레이다탐사이다. 전기비저항 수평탐사에 의하면 저비저항치의 두께는 낙동강변에 가까울수록 두꺼워지는 경향성을 보이고 있다. 전기비저항 수직탐사 결과는 시추자료와 비교적 잘 일치하고 있으며 지표로부터 세립질 모래층, 중립질 모래층, 세립질 모래층의 구분이 수직탐사 결과에서 잘 나타나고 있다. 또한 GPR탐사와 전기비저항 수직탐사 결과에 의하면, 지하수면은 6m 부근에 위치하고 있음을 알 수 있다.

• 한국지구과학회:학술대회논문집
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• 2005.09a
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• pp.93-102
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• 2005

변산반도 서부 해안지역의 소규모 유역에 대하여 대수층을 통한 해수침투의 범위를 공간적으로 규명하기 위하여, 시추자료를 포함한 전기비저항 탐사와 지하수의 수질분석을 실시하였다. 전기비저항 탐사는 다층 구조로 되어있는 대수층 내 지하수의 수질변화 특성을 효과적으로 탐지해 낼 수 있는 수직탐사법을 이용하였으며, 탐사결과 겉보기비저항 곡선은 H type에 해당함을 알았다. 시추에 의해 3층 구조로 밝혀진 연구지역에 대하여 총 30 지점에 대한 H type 수직탐사 자료의 1차원 역산결과, 중간층과 상/하부층의 비저항 크기 차이가 크게 나타남에 따라 이 연구에서는 고전도도 지역, 중간지역, 저전도도지역 등 3가지의 영역으로 구분하였다. 15개 지점의 천부 지하수 관정에서 채취된 지하수 시료 분석결과를 TDS에 대한 HCO3/Cl과 Ca/Na 몰비로 도시하였는데, 그래프의 기울기에 따라 크게 2가지 그룹으로 구분되었다. 수직탐사의 3가지 영역과 지하수 수질 분석에 의한 2가지 그룹을 비교한 결과 낮은 농도의 HCO3/Cl과 Ca/Na를 나타내는 관정은 고전도도 지역에 위치하며, 높은 농도의 HCO3/Cl과 Ca/Na를 나타내는 관정은 저전도도 지역에 위치하는 것으로 나타났다. 따라서 이 연구에서 제시한 바와 같이 전기비저항 수직탐사 결과와 지하수 수질분석 결과를 복합 해석하는 경우 시추자료가 제한적인 해안지역 대수층을 통한 해수침투 범위를 효과적으로 규명할 수 있는 것으로 밝혀졌다.

• Geophysics and Geophysical Exploration
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• v.10 no.3
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• pp.211-218
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• 2007

In this study, vertical electrical sounding (VES) data and ordinary kriging are used to identify the alluvial depth of each area that Korea Resources Corporation (KORES) conducted groundwater survey at Miryang area in Gyeongsangnam-do and Pocheon area in Gyeonggi-do from 2003 to 2004. To verify the applicability of VES data to ordianry kriging, regression analysis of VES data versus drillhole data is conducted. Comparing the alluvial depth distributions using ordinary kriging with existing drillhole data, the result shows that the depth distributions are reasonably depicted along with the topography and the basin. So, the ordinary kriging of VES data is useful to identify the alluvial depth distributions.

• Geophysics and Geophysical Exploration
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• v.12 no.3
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• pp.239-245
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• 2009

To verify the reinforcing effect of grouting materials composed of colloid cement and ordinary portland cement on the water leakage region in a small scale dike, we performed a tubecasing method and applied surface electrical resistivity survey including electrical resistivity tomography (ERT) to find resistivity variation before and after grouting. Hydraulic conductivities after grouting show 10 times lower than those of before grouting. These variation indicates that the cement grout blocks the leakage pathway effectively. As the results of dipole-dipole resistivity survey along the dike, resistivity distribution after grouting did not represent noticeable spatial variation in time. Resistivity monitoring results at the dike with vertical electrical sounding (VES) showed that the region of decreasing apparent resistivity was occupied by the grout after grouting. Predicted resistivities from the inversion of ERT data well matched with results of VES at the same regions. From the ERT using check holes to inspect the effect of grouting, we could find that the ERT is quite effective to identify spatially the grout region in a dike.

• The Journal of Engineering Geology
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• v.12 no.1
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• pp.63-73
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• 2002

To evaluate reinforced region of dike by cement grouting, we investigated both the electrical resistivity and the strength of cement grout having various water-cement ratio with curing time. These investigation results showed that the electric conductivity of grout is much higher than that of water and that the apparent resistivity of grouted region is much lower than that of unoccupied region by grout. It was founded that electrical resistivity survey might be quite effective to detect grout region in dike. As the results of electrical resistivity sounding at three dikes, apparent resistivities after grouting showed several tens to several hundreds of ohm-m which were lower than those of pre-grouting and showed stabilizing trend with curing time. From these results, we could estimate that this behavior of apparent resistivity is due to increasing strength with curing time.

• Geophysics and Geophysical Exploration
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• v.16 no.3
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• pp.154-162
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• 2013

Vertical electrical sounding and 2D electrical resistivity survey were applied for evaluating the characteristics of alluvial layers at a groundwater artificial recharge site. The fine particles in alluvial layer, main target layer of groundwater artificial recharge, may cause clogging phenomena. In this case, electrical resistivity method is an effective technique to verify the spatial distribution of low-resistivity layers, such as saturated silts and clays. On the other hand, much attention should be paid to interpret the resistivity data in unconsolidated layers, because thick clayey overburden sometimes produces a masking effect on underlying interbedded resistive sands and gravels. Considering these points, we designed 35 points arranged in a grid form for vertical electrical sounding and 10 lines for 2D electrical resistivity survey, and concentrated our effort on enhancing the vertical and horizontal resolution of resistivity images. According to the results, 15 meters thick layers consisting of sands and gravels are located in 30 meters below ground. And the spatial distribution of silts and clays are mapped, which may cause clogging. Consequently, this approach can contribute to design and determine the location and depth of injection and observation wells for groundwater artificial recharge.

• Geophysics and Geophysical Exploration
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• v.3 no.3
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• pp.88-93
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• 2000

The present study may be summarized as follows. By means of a pole-pole electrical survey, major geological features, i.e, fresh rocks, fractured & weak & saturated rocks, fresh water bearing aquifer, were successfully delineated in the surveyed area of a granite region in Korea. The subsequent Schlumberger sounding and drilling confirmed the existence of the acquifer at 60 m depth as expected. But one more minor acquifer which does not show up in the resistivity depth section was met at 100 m depth. A simple forward modelling leads the authors to believe that any other electrode configuration, e.g., Wenner, Schlumberger, dipole-dipole, pole-dipole, would not detect the deeper aquifer. Under these circumstances, further studies remain to be done in connection with the spatial resolution in the vertical direction.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2002.04a
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• pp.295-298
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• 2002

낙동강 하구 제4기 홀로세 퇴적층에 대한 연구의 하나로 김해평야에 분포하는 점토퇴적층 (부산점토)을 대상으로 지구물리탐사를 실시하였다. 연구는 제한적인 몇 개의 지역에 대해 예비연구로 시행되었다. 그 결과 수직탐사에 의한 누적 전기비저항이 지층의 특성을 가장 잘 반영해 주었다. 점토층은 2.0~3.0$\Omega$ㆍm 이하의 전기비저항을 가지며 낙동강에 인접할수록 비저항의 크기는 다소 증가하였다. 이러한 방법은 상대적인 지층의 대비에 효과적으로 이용될 수 있을 것이며 객관성을 가지기 위해서는 지속적인 연구가 요구된다.

• Journal of the Korean Geophysical Society
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• v.5 no.1
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• pp.29-39
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• 2002

Geophysical data sets from the Chojeong area in the Chungbok-Do are compositely studied in terms of multi-attribute interpretations for the subsurface mappings of shallow fracture zones, associated with groundwater reservoir. Utilizing a GIS software, the attribute data were implemented to a database; a lineament from the satellite image, electrical resistivities and its standard deviation, radioactivity, seismic velocity, and bedrock depth. In an attempt to interpret 1-D electrical sounding data in 3-D views, 1-D data are firstly performed horizontal and vertical inter- and extrapolation. Reconstruction of a resistivity volume is found to be an effective scheme for subsurface mapping of shallow fracture zones. Shallow fracture zones are located in the southeastern part of the study area, which are commonly correlated with the various exploration data.

• 한국지구물리탐사학회:학술대회논문집
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• 2006.06a
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• pp.73-78
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• 2006

To verify reinforcing effect of grouting materials on the water leakage region in dike, we performed various hydraulic test and we also applied electric resistivity survey including electrical resistivity tomography(ERT) to see resistivity variation before and after grouting. As the results of dipole-dipole array survey along dike, resistivity distribution after grouting was without noticeable spatial variation. Long term resistivity monitoring results at dike with Schlumberger array electric resistivity survey showed that the decreasing region of apparent resistivity and one dimensional inversion results were the occupied region by grout after grouting. From the ERT using check holes to inspect the effect of grouting, we could find that the ERT is quite effective to evaluate spatially grout region in dike.