• Advances in environmental research
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• 제5권2호
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• pp.95-108
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• 2016

Urban geology is the study of urban geologic environments to provide a scientific basis for rational land use planning and urban development and provides information on geologic environments as a basis for city planners. Based on AEG recommendations, urban geological studies covered the urbanism and historical backgrounds, geological setting, engineering geological constraints and environmental assessments of understudied cities. The aim of this study is to provide a good view of urban geology of Tabriz city the capital of East Azerbaijan province in Iran. The topics of discussions about Tabriz city urban geology are included geologic (geomorphology, geology, climatology and hydrogeology), engineering geological (earthquake, landslide and geotechnical hazards investigations) and environmental characteristics (air, soil and water hazards assessment).The results of the urban geologic studies indicated that Tabriz city in terms of engineering geological and environmental constraints is at high risk potential and in terms of seismic activity and landslide instability is highly potential. In terms of air, soil and water pollution there are many important environmental concern in this city.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.462-471
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• 2008

The quality control for DCM is based on the unconfined compressive strength of laboratory treated soils, the cement contents, setting and checking the strength of in-situ treated soils. Also the strength of in-situ is checked mainly by the core boring. In case of large size construction, it might be considered the distribution of DCM strength data as normal distribution, so it might be employed a statistical method to evaluate DCM strength easily. In Japan, it has been established correlation between the strength of laboratory treated soils, the strength of in-suit treated soil and the design strength. Also It has been employed domestically the correlation suggested by Japan. But the correlation, so called $\lambda$(ratio in the strength of laboratory treated soils and the in-suit) and $\gamma$(ratio in the strength of in-suit and the design strength), might be far different with the domestic due to different DCM system and soil properties. so it might be restrictive to use domestically. Therefore in this paper, It is presented correlation between the strength of laboratory treated soils and in-suit treated soil to be employed domestically by evaluating $\lambda$ based on the domestic in-suit illustrations.

• 한국환경복원기술학회지
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• 제13권6호
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• pp.1-12
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• 2010

This study aims at analyzing the development status of surroundings of natural environment conservation areas and securing an adequate distance from development activities to conserve natural environment conservation areas efficiently or developing an improvement plan for setting conservation areas. Findings from the study shows that 1) rather than simply designating a legal natural environment conservation area, a conceptual scope approach of a "core area", "buffer area", and "transition area" such as in zoning of a "biosphere reserve" by UNESCO is recommended; 2) when setting an adequate range in a natural environment conservation area, it should be set by fully considering locational situation and the regional and environmental features of surroundings rather than setting a certain distance uniformly; 3) instead of designating wetlands only as a conservation area, entry and exit areas should be also included as buffer areas and in the case of wild animals, not only habitats but also feeding areas should be designated as conservation areas; and 4) an adequate horizontal separation space is important in the case of ground development, but for natural resources related to subterranean water and geological situation such as wetlands, an adequate vertical separation space should be fully considered.

• 대한자원환경지질학회:학술대회논문집
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• 대한자원환경지질학회 2003년도 춘계 학술발표회 논문집
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• pp.15-18
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• 2003

We preliminarily describe the basic characteristics of the low-sulfidation epithermal gold deposits in East China. It can be divided into granite- and alkaline rock-related types. These gold deposits are structurally controlled by caldera, craters, diatremes and related faults, hosted in volcanic rocks, and characterized by alterations of adularia, chalcedony, quartz, sericite and calcite assemblages. The ore-forming ages are within three pulses of 180-188 Ma, 135-141 Ma, and ca. 120 Ma, which are geodynamically corresponding the collision orogenic process between North China and Yangtze cratons, transformation of the tectonic regime, and delamination of the lithosphere, respectively.

• 대한자원환경지질학회:학술대회논문집
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• 대한자원환경지질학회 2003년도 춘계 학술발표회 논문집
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• pp.24-24
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• 2003

The Eunsan gold mine, together with similar nearby prospects, is situated near the centre of the ‘Wusuyeong’ 1:50000 Scale Geological Quadrangle, an area largely underlain by a thick sequence of non-marine Cretaceous strata. The sequence, several kilometres thick, comprises basaltic and andesitic lavas and tuffs, intercalated with fluvial and lacustrine sediments, passing upwards into a further thick volcanic sequence of predominantly dacitic and rhyolitic composition. (omitted)

• 지질학회지
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• 제54권6호
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• pp.605-614
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• 2018

지질학적 현상을 연구하는 물리적 실험의 경우, 반복성 있는 현상 재현이 가능할 때 실험의 신뢰성을 증대시킬 수 있다. 본 연구에서는 인장력에 의해 발생한 정단층 구조를 대상으로 모형 토조를 이용한 벤치마크 실험을 수행하였다. 이를 위해 모형 실험의 상사성을 검토하고, 벤치마크 실험에서와 같은 방법으로 실험 재료와 인장조건, 그리고 경계조건을 설정하여 실험을 수행하였다. 또한 대형 원심모형실험시설을 이용하여 동일한 크기의 모형에서 원심중력가속도와 인장 속도를 변화시켜 인장 거동 시의 물리량에 대한 상사비를 고려하였다. 1 g 상태에서의 벤치마크 실험과 10 g 상태에서의 원심중력장에서 일정한 속도의 인장 응력을 구현하고, 지표면의 형상을 신뢰성 있게 계측하였다. 이를 통해 지각의 변형 실험 연구를 수행 시, 대형 원심모형실험의 신뢰성과 적용성을 평가하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권6호
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• pp.9-16
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• 2010

Groundwater sampling was performed at 38 wells where they are located in the areas with high uranium and radon (marked as A and B, respectively) concentrations, which were based on the previous research results. In-situ parameters (temperature, pH, EC, Eh, DO) and natural radionuclides (uranium and radon) were analyzed to figure out the characteristics of groundwater environments. In-situ data did not show any relations to natural radionuclide data, which could be caused by groundwater mixing, depths of wells, and geological settings, etc. But the highest radon well presented relatively low temperature value and the highest uranium well presented relatively low pH values The highest uranium concentration ranging $1.14{\sim}188.19{\mu}g/L$ showed in the area of A region consisted of Jurassic two-mica granite. The areas of Jurassic biotite granite and Cretaceous granite in the A region have the uranium concentrations ranging $0.10{\sim}49.78{\mu}g/L$ and $0.36{\sim}3.01{\mu}g/L$, respectively. The uranium values from between wells of community water systems (CWSs) penetrating fractured bed-rock aquifers and personal boreholes settled in shallow aquifers near the wells of CWSs show big differences. It implies that the groundwaters of the two areas have evolved from different water-rock interaction paths that may caused by various types of wells having different aquifers. High radon activities in the area of B region composed of Precambrian gneiss showed ranging from 6,770 to 64,688 pCi/L. Even though the wells are located in the same geological settings, their rodon concentration presented different according to depth and distance.

• 화약ㆍ발파
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• 제38권4호
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• pp.16-25
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• 2020

터널 발파 굴착 시 발생되는 진동을 저감시키기 위해 사용되는 MSP(Multi-setting smart-investigation of the ground and pre-large hole boring method) 공법은 1회 천공 시 수평방향으로 50m에 달하는 장거리를 천공하기 때문에 고 중량 해머비트와 롯드의 일방향 회전으로 롯드의 처짐과 우향 현상이 동반된다. 이는 전문가의 경험과 시공 이력을 바탕으로 가변적인 세팅을 통해 일부 보정되고 있다. 그러나 암반 특성, 장비 상태, 경험 부족 등은 목표 지점으로부터 천공 오차를 발생시키는 원인이 되며, 큰 이격 오차 발생 시 재시공으로 인한 공기 증가와 경제적 손실이 발생된다. 본 연구에서는 딥러닝을 활용하여 상황별 천공 장비의 최적 세팅조건 산정 모델을 개발하였으며, 학습 과정에서 발생 가능한 과적합 문제를 방지하기 위해 dropout, early stopping, pre-training 기법들을 사용하여 향상된 결과를 도출하였다. 본 연구를 통해 대구경 천공 장비의 상황별 초기세팅 산정 모델 개발의 높은 가능성을 확인했으며, 지속적인 데이터 수집과 다양한 인자들의 추가 학습을 통해 최적화된 세팅 가이드라인을 개발할 수 있을 것으로 기대된다.

• 지질공학
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• 제27권4호
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• pp.367-376
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• 2017

최근 전 세계적으로 해저터널 건설이 활발하게 진행되고 있으며, 국내에서도 본토와 제주도를 연결하기 위한 해저터널 건설에 관심이 집중되고 있다. 해저터널의 안전한 건설을 위해서는 설계 및 시공 단계에서 단층과 같은 지질구조의 파악이 매우 중요하다. 그러나 해저터널의 경우 육상터널과는 다르게 지반조사의 한계로 인하여 지질구조의 분포에 대한 정보를 취득하는데 어려움이 있다. 본 연구의 목적은 지구통계학적 방법을 이용하여 해저지반에 발달하는 대규모 지질구조를 자동으로 도출하는 알고리즘을 개발하는 것이다. 본 연구에서 가장 중요한 것은 최적 이동창의 크기, 최적 공간통계량 종류, 최적 백분위수 기준의 결정이다. 최종적으로 도출된 최적 분석 알고리즘으로 R을 이용하여 사용자 프로그램을 개발하였다. 개발한 프로그램은 다양한 공간통계량의 변화를 쉽게 파악할 수 있도록 하였다. 또한, 공간통계량의 종류와 백분위 기준을 손쉽게 지정할 수 있도록 하여 공간통계량의 변화에 따른 지질구조 분석을 용이하게 하였다. 따라서, 지질구조선 도출 알고리즘에서 공간통계량은 이동 분산값, 분위수 기준은 상위 10%, 이동창의 크기는 $3{\times}3$ 일 때 대규모 지질구조선의 선형적인 형태가 시각적으로 가장 잘 나타나는 것을 확인할 수 있다. 특히 분위수 기준을 상위 0.5%로 할 경우 등고선 그림에서 오류값들이 거의 제거가 되는 양상을 보여준다.

• Environmental Analysis Health and Toxicology
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• 제17권4호
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• pp.273-284
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• 2002

At present, the health risks associated with the natural radionuclides of ground water have become a concern as potential social problems. However, there are no regulatory actions or control strategies for such risks. Therefore, we have investigated and discussed the risks and associated management strategies for radionuclides in other countries. US EPA has proposed MCL (300 pCi/L) and AMCL (4,000 pCi/L) for radon, and 30 ppb for uranium, 15 pCi/L for gross-alpha and 5 pCi/L for radium as final MCLs. Also, Canada, WHO and European countries have their inherent management levels. Finally, we suggested several criteria for setting guidelines in our countries including exposure related criteria such as geological distribution, occurrence, exposure probability distribution, exposure population and multimedia exposure assessment, acceptable risk, and cost -benefit analysis. The national-scale exposure and risk assessment, and economic analysis should be conducted for producing and aggregating the representative information on these criteria.