• 제목/요약/키워드: Geological

검색결과 3,284건 처리시간 0.042초

국내 붕괴특성을 고려한 암반사면의 평면파괴 조건 연구 (Consideration of the Plane-Failure Condition of Rock Slopes according to Failure Characteristics in Korea)

  • 황영철
    • 지질공학
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    • 제12권3호
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    • pp.295-303
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    • 2002
  • 암반사면의 붕괴형태는 원호, 평면, 쐐기 또는 전도파괴로 구분하며, 각각의 붕괴는 역학적인 안정조건을 벗어날 경우 붕괴가 발생하는 것으로 평가한다. 특히, 암반사면 평면파괴는 절리면의 방향성에 대하여 일반적으로 '활동가능성이 있는 면의 주향과 절취사면의 주향의 차이가 약 20$^{\circ}$ 이상일 경우에는 발생하지 않는 것으로 알려져 있고 설계되고 있다. 그러나, 이러한 안정조건을 만족한 경우라도 사면의 붕괴가 빈번히 발생하고 있는 실정이다. 따라서, 본 논문에서는 이러한 안정된 사면조건에도 불구하고 현장 지형여건상 붕괴가 발생한 사례를 중심으로 국내 암반사면의 평면파괴조건을 제시하였다.

Traffic-load-induced dynamic stress accumulation in subgrade and subsoil using small scale model tests

  • Tang, Lian Sheng;Chen, Hao Kun;Sun, Yin Lei;Zhang, Qing Hua;Liao, Hua Rong
    • Geomechanics and Engineering
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    • 제16권2호
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    • pp.113-124
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    • 2018
  • Under repeated loading, the residual stresses within the subgrade and subsoil can accelerate the deformation of the road structures. In this paper, a series of laboratory cyclic loading model tests and small-scale model tests were conducted to investigate the dynamic stress response within soils under different loading conditions. The experimental results showed that a dynamic stress accumulation effect occurred if the soil showed cumulative deformation: (1) the residual stress increased and accumulated with an increasing number of loading cycles, and (2) the residual stress was superimposed on the stress response of the subsequent loading cycles, inducing a greater peak stress response. There are two conditions that must be met for the dynamic stress accumulation effect to occur. A threshold state exists only if the external load exceeds the cyclic threshold stress. Then, the stress accumulation effect occurs. A higher loading frequency results in a higher rate of increase for the residual stress. In addition to the superposition of the increasing residual stress, soil densification might contribute to the increasing peak stress during cyclic loading. An increase in soil stiffness and a decrease in dissipative energy induce a greater stress transmission within the material.

석탄 채굴공동 상부 터널의 안정성 분석 (Stability analysis of a tunnel above mined cavities)

  • 송원경;정소걸;한공창
    • 한국터널지하공간학회 논문집
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    • 제4권2호
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    • pp.135-141
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    • 2002
  • 본 연구는 석탄광 주변에 건설되는 터널이 채굴공동의 붕락으로 인한 지반침하에 의한 영향을 조사할 목적으로 수행되었다. 채굴적이 표시된 도면이 존재하지 않기 때문에 탄광이 보유하고 있는 갱내도와 함께 지층구조, 탄층의 부존상황을 종합적으로 판단하여 그 위치와 규모를 추정하였다. 또한 정밀 지표지질조사와 지표 전기비저항탐사를 통하여 지층구조 및 암반상태를 파악하였다. 이러한 조사 자료를 바탕으로 터널단면에 따른 지반구조를 구성하였으며 이들 단면에 대한 2차원 수치해석을 실시하여 채굴공동이 터널에 미치는 영향을 분석하였다.

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자기환경필터를 이용한 자기표적 검출 시스템의 설계 및 제작 (Design and Implementation of the Magnetic Detection System Using the Geological Magnetic Filter)

  • 김원호;최인규;박종식
    • 센서학회지
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    • 제8권2호
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    • pp.148-153
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    • 1999
  • 본 논문에서는 자기 표적 검출시스템의 신호 대 잡음비 개선을 위하여 자기환경 필터를 설계하고 하드웨어로 구현하였다. 자기환경 필터를 이용하면 간섭성 잡음을 제거시켜 신호 대 잡음비를 개선시킬 수 있다. 시뮬레이션 결과 자기환경 필터는 간섭성 잡음을 소거시킬 뿐만 아니라 센서의 오배치에 의한 오차를 제거하고 지역적으로 국한된 규칙적인 잡음도 제거할 수 있음을 알 수 있었다. 또한 자기표적 검출 시스템의 하드웨어를 설계, 제작하고 실험을 통하여 획득된 신호에 자기환경 필터 알고리즘을 적용할 경우 약 19dB 정도의 신호 대 잡음비 개선효과를 확인하였으며 자기원 신호의 손상이 거의 없는 상태에서 간섭성 잡음을 제거할 수 있음을 확인하였다.

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축소모형 실험을 이용한 전기적 잡음에 관한연구 (The Study on an Electric Noise Effect using Physical Scale Modeling)

  • 윤점동;송영수;소경묵
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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    • pp.297-302
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    • 2007
  • Recently, electrical resistivity survey is used in the various fields and applied to urban area with many electrical noises. Therefor it's necessary to observe the electrical noise effect of the geological structure. The physical scale modeling was conducted for measuring the electric noise effect of the two geological models at various distances, depths and diameters of the electric noise objects. The results are as following. 1. When conductive noise object was vertical to the strike of geological structure and moved to the strike direction, the effect of conductive noise object at various separated distances to the measurement line was disappeared at a half distance measurement line length regardless of electrode arrays. 2. When conductive noise object was vertical to the strike of geological structure and moved to the strike direction, the effect of conductive noise object at various depths was disappeared at 4unit apart from the measurement line regardless of electrode arrays. 3. When conductive noise object was vertical to the strike of geological structure and moved to the strike direction, the effect of conductive noise object at various diameters was disappeared at 4unit apart from the measurement line regardless of electrode arrays.

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해양경계획정에서 지질 및 지형적 요소의 효과에 관한 고찰 (The Role of Geological and Geomorphological Factors in the Delimitation of Maritime Boundaries)

  • 양희철;박성욱;정현수;이희일
    • Ocean and Polar Research
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    • 제29권1호
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    • pp.55-67
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    • 2007
  • A reference to natural prolongation appeared for the first time in the North Sea Judgement. Although it was not suggested that the concept of natural prolongation would automatically allow for the fixing of a continental shelf boundary, that concept encouraged States to request international tribunals to determine continental shelf boundaries on the basis of the geological and geomorphological features of the seabed. In the Libya v. Malta Case, however, the rejection of geological and geomorphological factors was total. Especially, Natural prolongation was the then checkmated as a relevant fact in delimitation between coasts situated less than 400 nm. apart. There can be no doubt that, in several disputed cases, prominent geomorphological variations are simply ignored ; nevertheless, there are also a few agreements where geological and geomorphological characteristics come into play and, to a certain extent, affect maritime boundaries. Physical characteristics of sea-bed are generally given serious consideration in the boundary delimitation such as the final negotiated boundary of the Australia-Indonesia Continental Shelf boundary Agreement(Timor and Arafura seas) which follows the continental slope bordering the Timor Trench.

The Swiss Radioactive Waste Management Program - Brief History, Status, and Outlook

  • Vomvoris, S.;Claudel, A.;Blechschmidt, I.;Muller, H.R.
    • Journal of Nuclear Fuel Cycle and Waste Technology
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    • 제1권1호
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    • pp.9-27
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    • 2013
  • Nagra was established in 1972 by the Swiss nuclear power plant operators and the Federal Government to implement permanent and safe disposal of all types of radioactive waste generated in Switzerland. The Swiss Nuclear Energy Act specifies that these shall be disposed of in deep geological repositories. A number of different geological formations and sites have been investigated to date and an extended database of geological characteristics as well as data and state-of-the-art methodologies required for the evaluation of the long-term safety of repository systems have been developed. The research, development, and demonstration activities are further supported by the two underground research facilities operating in Switzerland, the Grimsel Test Site and the Mont Terri Project, along with very active collaboration of Nagra with national and international partners. A new site selection process was approved by the Federal Government in 2008 and is ongoing. This process is driven by the long-term safety and feasibility of the geological repositories and is based on a step-wise decision-making approach with a strong participatory component from the affected communities and regions. In this paper a brief history and the current status of the Swiss radioactive waste management program are presented and special characteristics that may be useful beyond the Swiss program are highlighted and discussed.

건축구조물에서 현장타설말뚝에 의한 대형기초의 설계 및 시공사례 (A Case Study of a Drilled Shaft Design and Construction of Buildings)

  • 정경환;정동영;김영만;정선태;김동준;김민성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.554-563
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    • 2009
  • The trend of current urban redevelopment and new city development project shows that the superstructure of building is getting larger and higher in consequence of a limited plottage condition. For this reason, it is definitely required to extend pile diameter and install more deep foundation(Mega foundation) to support superstructure. The existing precast pile construction method causes construction-related problems such as increasing quantities, difficulty of storage & transportation material and decreasing design load while construct pile in deep foundation. The drilled shaft method has applied to minimize those problems. This article will be presented construction case study of design & construction of R.C.D method for a large building foundation work on the inside and outside of the country.

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INTERNATIONAL COLLABORATION IN ASSESSMENT OF RADIOLOGICAL IMPACTS ARISING FROM RELEASES TO THE BIOSPHERE AFTER DISPOSAL OF RADIOACTIVE WASTE INTO GEOLOGICAL REPOSITORIES

  • Smith, Graham;Kato, Tomoko
    • Nuclear Engineering and Technology
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    • 제42권1호
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    • pp.1-8
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    • 2010
  • Geological disposal is designed to provide safe containment of radioactive waste for very long times, with the containment provided by a combination of engineered and geological barriers. In the extreme long term, after many thousands of years or longer, residual amounts of long-lived radionulides such as Cl-36, but also radionuclides in the natural decay chains, may be released into the environment normally accessed and used by humans, termed here, the biosphere. It is necessary to ensure that any such releases meet radiation protection objectives through the development of a safety case, which will include assessment of radiation doses to humans. The design of such dose calculations over such long timeframes is not straightforward, because of the range of potentially relevant assumptions which could be made, concerning environmental change and changes in human behavior. These conceptual uncertainties are additional to those that more typically arise, for example, in the assessment of present day situations, but which also have to be addressed. The issue has therefore been subject to international cooperation for many years. This paper summarizes the evolution and results of that collaboration leading up to the present day, taking account of developments in international recommendations on radiation protection objectives and the more recent greater focus on preparation of site specific safety cases.

Ignition and flame propagation in hydrogen-air layers from a geological nuclear waste repository: A preliminary study

  • Ryu, Je Ir;Woo, Seung Min;Lee, Manseok;Yoon, Hyun Chul
    • Nuclear Engineering and Technology
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    • 제54권1호
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    • pp.130-137
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    • 2022
  • In the geological repository of radioactive nuclear waste, anaerobic corrosion can generate hydrogen, and may conservatively lead to the production of hydrogen-air layer. The accumulated hydrogen may cause a hazardous flame propagation resulting from any potential ignition sources. This study numerically investigates the processes of ignition and flame propagation in the layered mixture. Simple geometry was chosen to represent the geological repository, and reactive flow simulations were performed with different ignition power, energy, and locations. The simulation results revealed the effects of power and energy of ignition source, which were also analyzed theoretically. The mechanism of layered flame propagation was suggested, which includes three stages: propagation into the hydrogen area, downward propagation due to the product gas, and horizontal propagation along the top wall. To investigate the effect of the ignition source location, simulations with eight different positions were performed, and the boundary of hazardous ignition area was identified. The simulation results were also explained through scaling analysis. This study evaluates the potential risk of the accumulated hydrogen in geological repository, and illustrates the layered flame propagation in related ignition scenarios.