• Title/Summary/Keyword: 지질 조사탐사

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Identification of the Singal Fault Zone in the Kiheung Reservoir Area by Geotechnical Investigations (기흥저수지 지역의 지반조사를 통한 신갈단층대 확인)

  • Gwon, Sun-Dal;Kim, Sun-Kon;Lee, Soung-Han;Park, Kwon-Gyu
    • Economic and Environmental Geology
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    • v.45 no.3
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    • pp.295-306
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    • 2012
  • In this study, the Singal fault zone in the Gyeonggi massif is identified in the Kiheung area. Geotechnical investigations were carried out to locate and characterize of the Singal fault zone in the Kiheung reservoir area. The N-S striking Shingal fault is known to be a Riedel-type strike-slip fault within the Choogaryung rift. Along the fault zone, 62 bore holes were drilled and electrical resistivity survey of about 11km, and vibroseis seismic refraction and reflection survey of about 500m were done. From the result of investigations, it is found that the fault zone, consisting mainly of gouge and breccia, has maximum width of 300 meters with anastomosing geometry of secondary fractures developed subparallel to the fault zone. We interpret these geometric features to be the result of structural development of flower-structure type at the restraining band of strike-slip fault. However, there are uncertainties of this interpretation because there are virtually no outcrops in the area. Further investigation to understand geometric features and linkage style of the fault zone.

Case Study of Geophysical Surveys for Investigating the Volume of Bed Sediments (하상토 부존량 조사를 위한 물리탐사 사례 연구)

  • Yoon, Jong-Ryeol;Kim, Jin-Man;Choi, Bong-Hyuck
    • The Journal of Engineering Geology
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    • v.17 no.4
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    • pp.615-621
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    • 2007
  • Seismic refraction survey which is assumed to be effective for investigating of the amount of bed sediment was applied to two sites having different soil types. The ten lines of seismic surveys were carried out in the areas of the levee near the Wolchon Bridge, Yongin and the Damam levee, Yecheon. At the same time, two borehole data were obtained to be used in classifying geological formations on the inverted seismic sections. As the results of interpolating the depths of geological formations and the surface elevation values, it is possible to estimate the volume of the bed sediments at $24,000m^3\;and\;56,000m^3$ in Yongin and Yecheon, respectively.

Soil Geochemical Exploration of the Mt. Subang Area of the Southern Part of the Bandung, Indonesia (인도네시아 반둥 남부 수방산지역에서의 토양지화학 탐사)

  • 김인준;이재호;이사로;서정률;김유봉;이규호
    • Economic and Environmental Geology
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    • v.37 no.2
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    • pp.173-184
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    • 2004
  • The geochemical exploration was carried out of the soil systems in the survey areas(Mt. Subang area). The chemical values of soil samples for soil in this area are defined such as over values of Ag : 11 ppm(Average : 1.91 ppm), Au 548 ppb(Average 42.39 ppb), Cu : 89 ppm(Average:51.40 ppm), Pb:190 ppm(Average : 23.69 ppm), Zn : 157 ppm(Average : 61.78 ppm), respectively. Anomalous areas for each element have been chosen based on the factors such as, geologic settings, geochemical survey, chemical analysis of ore, chemical analysis of soil. statistical processing of the chemical analysis. Therefore, multi-elements anomalies area were recognized in the east-center part of the study area.

Prediction and Evaluation of Rock Mass Condition by Seismic Profiling Method in Tunnel (터널내 탄성파 탐사를 이용한 전방 지질 예측 및 평가)

  • Lee, Jong-Man;Kwak, Hyun-Joon;Kim, Young-Geun;Baek, Ki-Hyun;Cho, Chul-Hyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.3 no.3
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    • pp.45-56
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    • 2001
  • It is very important to survey in construction for acquiring informations about geological structure which influence the tunnel construction. Usually, TSP(Tunnel Seismic Prediction) one of the seismic survey method in tunnels in Korea has been used for prediction of geological condition ahead of tunnel face, but in this study HSP(Horizontal Seismic Profiling) was used. As a result of field application, we predicted that there exist rock discontinuity such as fault, joints and bedding planes. In addition, RMR value from rock mass evaluation coincided with that from seismic survey for rock condition. We compared with rock classifications and evaluation results for proving.

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Case Study on Rock Slope Failures Caused by Geologic Structures (지질구조 영향에 의한 암반비탈면 붕괴 사례 연구)

  • Park, Boo Seong;Cho, Hyun;Park, Dong In;Kim, Jun Ho;Choi, Jae Ho
    • The Journal of Engineering Geology
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    • v.27 no.4
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    • pp.417-427
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    • 2017
  • This study aims to present cases of rock slope failures caused by geological structures. Status of slope failures, results of cause analysis and stabilizing methods are introduced, focusing primarily on rock slope failures caused by specific geologic structures, such as intersection of faults infilled with clay, foliation and fault shear zone by dike intrusion and deep-seated clayey layer along lithologic boundary. Detailed geological survey, geophysical exploration and boring survey were conducted for cause analysis. Stabilizing method to prevent further slope failures and to ensure long-term stability of slopes were established, considering characteristics of geological structures, types of failure and geological conditions.

Combination Investigation Method for Grounwater Development Around Shinbuk area in Kangwon-Do (강원도 신북지역의 지하수 개발을 위한 복합 탐사법의 이용)

  • 서백수;김영화;한춘호;신성렬
    • The Journal of Engineering Geology
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    • v.10 no.1
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    • pp.39-50
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    • 2000
  • Because of numerous mountain region, agricultural affairs work can't be done without groundwater in Kangwon Do area. Especially to improve high mountain area vegetable quality and raise income offarmers, both of groundwater and hydrothermal system to keep adequate temperature in hot and coldseason have to be developed. Domestic groundwater was developed for the use of agricultural watersince 1960. Exact investigation and control of groundwater are greatly required in utilizing undergroundspace as subway, nuclear power plant, oil and hazardous waste storehouse. Groundwater contaminationowing to industrial irrigation, trash decomposition can have a serious effect on human health and rustof underground building. In this study, global prospecting system are applied to detect groundwater, using electrical, seismic and georadar prospecting method.

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Application of Geophysical Survey to the Geological Engineering Model for the Effective Detection in Foundation of Stone Relics (석조문화재 기초지반 파악을 위한 모형지반에서의 탐사기법 적용)

  • Kim, Man-Il;Lee, Chang-Joo;Kim, Jong-Tae;Kim, Ji-Soo;Kim, Sa-Dug;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.18 no.4
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    • pp.537-543
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    • 2008
  • To effectively delineate the foundation of stone relics by GPR and seismic refraction methods, a geological engineering model was constructed with alternating layer of soil and gravel to a depth of 3 m. This study was aimed at mapping the boundaries of model ground structure and interfaces of alternating layer using the various frequency antenna in GPR survey and seismic velocities. Compared to the resolution from the high frequency antenna, the image resolution from the survey using 100 Hz antenna is the lower, but with the deeper image coverage. On the contrast, the deeper structure was not mapped in the higher frequency data due to higher absorption effect, but the shallow layered zone was distinctively resolved. Therefore subsurface images were effectively provided by integrating the data with 100 MHz and 450 MHz antennas for the deep and shallow structures, respectively. Regarding the seismic refraction data, the boundaries of the model and interface of the alternating layers were not successfully mapped due to the limit of the survey length. However, the equivalent contours of low velocity extended deep as considerable velocity contrasts with surrounding ground.

The recent trend of the soil and groundwater environment policy and the role of geophysical exploration technology (최근의 토양${\cdot}$지하수환경 정책동향과 물리탐사기술의 발전과제)

  • Kim Young-Woong
    • 한국지구물리탐사학회:학술대회논문집
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    • 2000.09a
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    • pp.5-18
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    • 2000
  • 토양${\cdot}$지하수환경분야와 관련된 제도들이 최근 개정 움직임을 보이고 있는 시점에서 조사단계 및 처리단계이후의 유지관리분야에서 지구물리탐사분야의 중요성이 점차 인식되고 있다. 특히 토양${\cdot}$지하수오염과 관련하여 오염유발가능시설의 $80\%$가 농촌지역에 산재되어 있으나, 그 규모와 오염정도에 대한 조사가 제대로 이루어지지 않은 상태이다. 이에 따라 지하수의 수질은 점차적으로 저질화 되어가고 있으나 비가시적인 이유로 인하여 그동안 소홀히 다루어져 왔다. 또한 오염조사 및 오염복원 등이 제도적으로 뿌리내리지 못해 오염원의 범위, 정도 등을 확인하는데 많은 한계점을 드러내고 있는 현실이다. 최근 관계법령의 개정을 통해 보다 엄격하고 강화된 규제 및 책임을 법제화하는 일은 현재와 미래의 환경보전을 위해 다행한 일이라 하겠다. 특히, 지하수오염 등은 국가적인 불행한 일이므로 향후 토양${\cdot}$지하수환경에 막대한 영향을 미칠 오염인자에 대한 정밀실태조사가 시급히 이루어져야 할 것이다. 따라서 현재 개정을 추진하고 있는 토양환경보전법과 지하수법의 개정취지를 제대로 살리면서 환경오염에 능동적으로 대처하기 위하여 지구물리탐사분야와 지질조사분야에서의 다양하고 정밀한 조사를 위한 방법들과 내용에 대한 연구가 절실히 요구되고 있다. 또한 이와 더불어 오염부지 특성조사를 위한 절차 및 방법들이 구체적으로 법제화되어 할 것이다.

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Interpretation of Geophysical and Engineering Geology Data from a Test Site for Geological Field Trip in Jeungpyung, Chungbuk (충북 증평 지질학습장 시험부지에 대한 물리탐사 및 지질공학 자료의 해석)

  • Kim, Kwan-Soo;Yun, Hyun-Seok;Sa, Jin-Hyeon;Seo, Yong-Seok;Kim, Ji-Soo
    • The Journal of Engineering Geology
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    • v.26 no.3
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    • pp.339-352
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    • 2016
  • The best way of investigating the physical and mechanical properties of subsurface materials is the combined interpretation of data from borehole geophysical surveys and geotechnical experiments with rock samples. In this study two surface seismic surveys with refraction and surface-wave method are alternatively conducted for downhole seismic surveys in test site for geological field trip in Jeungpyung, Chungbuk. P- and S-wave velocity structures are delineated by refraction and MASW (multichannel analysis of shear waves) methods, respectively. Possion's ratio section, reconstructed from P- and S-wave velocities, is correlated to the outcrop geological features consisting of reddish sedimentary rock, gray volcanic rock, and joints/fractures. In addition, rock samples representative for reddish sedimentary and gray volcanic features are geotechnically analyzed to provide physical, mechanical properties, and elastic modulus. Dynamic elastic moduli estimated from geophysical data is found to be higher than the one from geotechnical data. Reddish sedimentary rock characterized with low porosity and moisture content corresponds to the zone of low electrical resistivities and their small variations in the resistivity sections between the rainy and dry days. This trend suggests that the weathered gray volcanic rock and the nearby fractures with higher low porosity and moisture content are interpreted to be good carrier especially in rainy season.

Surface Geophysical Survey for Delineation of Weathered Zone of Chojeong Area and Investigation of Fault Fracture Zones (초정지역의 풍화대 조사 및 단층파쇄 지역의 불연속면 조사를 위한 지표물리탐사)

  • Kim, Ji-Soo;Han, Soo-Hyung
    • The Journal of Engineering Geology
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    • v.17 no.4
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    • pp.517-523
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    • 2007
  • Geophysical surveys(seismic refraction, electrical resistivity, and ground penetrating radar) were performed to delineate the weathering zone associated with vadose water in Chojeong area and investigate the fault related fracture zones. On the basis of seismic velocity structures, weathering layer for the southwestern part is interpreted to be deeper than for the northeastern part. The depth to bedrock(i.e., thickness of weathered zone) from seismic refraction data attempted to be correlated with drill-core data and groundwater level. As for the investigation of geological discontinuities such as fault related fracture zone, seismic refraction, electrical resistivity, and ground penetrating data are compositely employed in terms of velocity and resistivity structures for mapping of surface boundary of the discontinuities up to shallow depth. Surface boundaries of fracture zone are well indicated in seismic velocity and electrical resistivity structures. Accurate estimation of weathered zone and fracture zone can be successfully available for mapping of attitude of vadose water layer.