• Title/Summary/Keyword: geology investigation

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Failure Mechanism of NATM tunneling using Computational Methods and Geology Investigation (수치해석수법과 지질공학적 분석을 통한 NATM터널의 붕괴메커니즘에 관한 연구)

  • Lee, Jae-Ho;Kim, Young-Su;Choi, Hea-Jun;Jeong, Yun-Young;Jin, Guang-Ri;Rim, Hong-Rae
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.742-753
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    • 2008
  • Currently an increasing number of urban tunnels with small overburden are excavated according to the principle of the New Austrian Tunneling Method (NATM). Therefore, a possibility of a tunnel collapse during excavation is getting higher in a proportionate manner. This paper will analyze causes the failure mechanism of a shallow NATM tunnel for different geological conditions, ground-water and invert solutions by investigation typical collapse site during tunnel construction. In this paper, this analysis performed two phase, firstly, the field investigation considering displacement measurement, ground-water level, geological characteristic, secondly, the numerical simulation considering the exist of invert construction and the effect of ground-water. It has been found that environmental factors such as state of underground water or construction sequences could influence failure mechanism of a shallow tunnel.

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Application of Geophysical Prospecting Method to Calculate Basic Data of Limestone Deposit Production (석회암 매장량 산출의 기초자료 계산을 위한 지구물리탐사법의 적용)

  • 서백수;김영화;진호일
    • The Journal of Engineering Geology
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    • v.11 no.2
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    • pp.131-139
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    • 2001
  • Until recently, limestone yield production is mainly depend on geological investigation and boring. In the study seismic and electrical method are applied to calculate the basic data of limestone yield production. the result of geophysical prospecting, the depth of bed rock is approximately 17m. And there is a slightly difference between the limestone layer boundary which is drawn by electrical prospecting method and that of geological investigation.

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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
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    • 2002.03a
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    • pp.87-92
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    • 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.

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A Short Note on Investigation and Remediation of Contaminated Groundwater and Soil in Korea (국내 지하수토양오염 조사 및 복원에 관한 소고)

  • 이진용;이강근
    • The Journal of Engineering Geology
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    • v.14 no.1
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    • pp.123-130
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    • 2004
  • 최근에 들어 국내 지하수토양환경의 오염에 대한 사건기사가 각종 대중매체를 통해 빈번히 보도되고 있으며, 이와 동시에 우리나라의 수리지질학적 특성에 적합한 지하수토양환경오염의 조사 및 복원방법에 대한 연구(차세대 핵심환경기술개발사업과 수자원 지속적 확보기술개발사업 등)가 국공립 연구소 및 각급 대학의 관련학과에서 활발히 진행되고 있다.(중략)

Engineering Geological Analysis for the Quarry Located at the Construction Site of the New Susan Harbor (부산 신항만 건설현장의 채석장에 대한 지질공학적 고찰)

  • 최정찬
    • The Journal of Engineering Geology
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    • v.13 no.3
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    • pp.359-368
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    • 2003
  • A quarry is operated for filling-up the New Busan Harbor which is under construction, but actual rock quality is something different from the primary design. Therefore, object of this study is to classify whole rock quality for the quarry through site investigation and laboratory analyses because unexpected large amount of wasted rock is produced. For this object, various analyses were performed such as surveying, Schimidt Hammer test. joint spacing investigation and laboratory analyses using DIPS & RockWorks programs for evaluating joint sets and sizes of rock fragments after blasting. As a result, it is expected that large amount of wasted rock under ${\Phi}100mm$ is produced after blasting because of high joint density.

Influence of fault on civil structure and geotechnical investigation (Case Histories) (단층이 토목구조물에 미치는 영향과 지반조사(사례 중심으로))

  • 박남서
    • The Journal of Engineering Geology
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    • v.10 no.2
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    • pp.113-133
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    • 2000
  • The role of site investigation for adequate design of civil structure begins from siting to comment on design and providing other available geotechnical data. As the scope of human's life is wider than before, civil works have become conducted at sites of worse geological condition. So, it is necessary to have more adequate comprehension on the geological condition than ever in order to solve complicated geotechnical problems. In this paper, four fault related cases are introduced. Usually faults are the most influential geological structures on civil works. And the analyses with adequate countermeasures to each case are summarized.

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Occurrence and Morphological Characteristics of the Peperite in Mt. Juwang, Cheongsong (청송 주왕산 페퍼라이트의 산출상태 및 형태학적 특징)

  • Woo, Hyeon Dong;Jang, Yun Deuk
    • Economic and Environmental Geology
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    • v.47 no.2
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    • pp.97-105
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    • 2014
  • Peperite exposed along the Dajeonsa basalt in Mt.Juwang, Cheongsong emerged as a consequence of the simultaneity of volcano-sedimentary sequences. This study aims to classify peperites as morphological characteristics and infer the formation process by the field investigation, image analysis, X-Ray Diffractometer and polarization microscope for the magma-sediment interaction mechanism and paleoenvironment. As a result of the field investigation globular(fluidal) peperite is the representative feature at the bottom of Dajeonsa basalt, sub-angular peperite at the middle and irregular peperite at the top. Peperite domains range from sheet and pod or feeder conduit. Although the study that the morphologies of peperite are controled by the sorts of sediment and lava or magma has tended to center around the peperite, the study addresses not single mechanism but the multi-stage mechanism because Mt.juwang peperite, under the same conditions, varies in shapes and sizes and also the ratio of sediments that show the most change of the peperite affects to the formation of peperite.

A Review of Magnetic Exploration in Korea (한국의 자력탐사)

  • Park, Yeong-Sue;Lim, Mu-Taek;Rim, Hyoung-Rae;Koo, Sung-Bon
    • 한국지구물리탐사학회:학술대회논문집
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    • 2008.10a
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    • pp.13-20
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    • 2008
  • Magnetic method is rapid, cheap and simple geophysical exploration technique, and has wide range of applications such as resources prospecting, geological structure investigation and even geotechnical and environmental problems. Documents during Japanese occupation says that magnetic method was used for exploring metallic ore deposits and hot spring, and that a geomagnetic observatory was operated. From mid 1950's, magnetic explorations for natural resources such as metallic ore, uranium, coal, and groundwater were intensively executed for industrialization. Magnetic survey techniques were rapidly advanced during 1970's and 1980's with improvements of instruments, growth of geophysical manpower, and availability of computers. Decline of mining industry since mid 1980's moved the exploration objects from traditional resources to new ones such as groundwater and geothermal resources. Recently appeared applications such as natural hazard assessment, and engineering and environmental studies increased the magnetic method's utility in the realm of exploration.

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Analysis of Relationships Between Topography/Geology and Groundwater Yield Properties at Pohang using GIS (GIS를 이용한 포항시 지형 및 지질과 지하수 산출능력 간의 상관관계 분석)

  • Lee, Sa-Ro;Kim, Yong-Sung;Kim, Nam-Jin;Ahn, Kyoung-Hwan
    • Economic and Environmental Geology
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    • v.41 no.1
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    • pp.115-131
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    • 2008
  • The aim of this study is to analyze relationships between topography/geology which affects physically groundwater regime and groundwater yield properties in Pohang City using Geographic Information System (GIS). For the purpose, topographic factors such as ground elevation, ground elevation difference, ground slope, and ground regional slope, and hydrogeologic unit, and groundwater yield properties factors such as transmissivity, specific capacity, and well yield, were constructed to spatial data base. Then the relationships between topography, geology and groundwater yield properties were analyzed quantitatively using GIS overlay technique. As the results, ground-water yield of unconsolidated sediments and porous volcanic rocks is the highest among the hydrogeologic units of study area, and clastic sedimentary rock is the lowest. There are positive relationship between the elevation and elevation difference and the groundwater yield properties and negative relationship between the topographic slope and the groundwater yield properties.