• 지질공학
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• 제16권2호
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• pp.201-214
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• 2006

이 연구는 1998년 여름철에 지질조건이 서로 다른 경기도 장흥, 경북 상주 및 포항지역에서 산사태가 많이 발생된 곳의 강우자료와 산사태들을 조사하여 강우조건에 따른 산사태의 특성을 분석하였다. 연구지역들에서는 $2{\sim}4$일간에 걸친 집중호우로 인해 많은 산사태들이 발생되었다. 강우자료는 지역별로 산사태밀집지역을 중심으로 반경 약 50 km 내에 위치 한 관측소들에서의 기록을 기초로 하였으며, 산사태자료는 현장조사를 통하여 직접 확인된 산사태만을 대상으로 하였다. 산사태를 유발하는 강우조건은 크게 누적강우량과 강우강도로 구분하고 산사태는 지질조건을 고려한 지역별 발생빈도 등으로 구별하여 이들의 관계를 통계적으로 분석하였다. 산사태들은 집중호우에 의해 발생되었고 국지적으로 밀집되는 양상을 보이는 등 강우와 산사태는 매우 밀접한 연관성을 보였다. 강우를 지배하는 여러 요소 즉, 누적강우량, 강우강도 및 강우지속시간 등이 지역별로 다른 양상을 보였으며, 그에 따른 산사태의 양상이나 발생빈도 또한 각기 다른 것으로 분석되었다. 누적강우량이 많은 지역에서만 산사태가 집중적으로 발생하였고 그 지역을 벗어난 바로 인근지역에서는 산사태가 거의 발생되지 않음으로써 강우가 산사태를 유발하는 매우 중요한 외적 요인으로 간주되고, 누적강우량과 산사태빈도는 서로 상관관계를 갖는 것으로 분석되었다.

• 한국조경학회지
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• 제46권5호
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• pp.93-107
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• 2018

관광의 패러다임이 변화하고 지질을 보호하고 보존해야하는 유산으로 인식하기 시작하면서 지오투어리즘과 지질공원의 개념이 등장하였다. 유네스코와 각 국가에서 지정하는 지질공원이 세계적으로 늘고 있다. 본 논문은 제주 지질공원이 지질 교육의 장으로서 기능하기 위한 발전 방향을 제시하는 것을 목적으로 한다. 지질공원의 교육, 안내의 매체와 시설현황을 검토하고, 지질 교육에 필요한 조건이 무엇인지 살펴보았다. 연구 방법은 자료 조사, 현장 답사, 설문 조사, 인터뷰로 이를 통해 지질공원 전반의 교육 및 안내 체계, 물리적 공간 구성과 운영 및 관리 방식의 현황을 검토하였다. 연구 과정은 다음과 같다. 먼저, 자료 조사 자료를 중심으로 유네스코 평가 기준에 맞춰 제주 지질공원의 교육과 안내의 현황을 분석하였다. 둘째, 지질 탐방로, 공간 구성과 배치, 안내와 교육 시설, 안내판의 체계와 디자인의 4가지 항목을 중심으로 지질명소 내에서 이루어지는 교육과 안내 시설과 매체 현황을 분석하고 평가하였다. 셋째, 설문 조사를 통해 지질공원 방문객의 인식과 만족도를 파악하였다. 넷째, 관계자 인터뷰를 통해 제주 지질공원의 잠재력과 한계를 정리하였다. 분석 결과를 종합적으로 고찰하여, 효과적인 지질 교육을 위해서는 지질공원의 탐방 환경, 안내 매체, 운영 관리 제도적 차원에서 보완이 필요하다고 제언하였다. 이를 바탕으로 지질공원 개선 방향을 제시하였고, 평가 기준에 따른 관리 및 유지, 탐방환경의 질적 개선, 안내 매체와 시설의 내용 보완, 운영 및 관리 조직과 체계의 4가지 차원에서 발전이 요구된다.

• 터널과지하공간
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• 제7권3호
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• pp.191-201
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• 1997

Geological and geotechnical surveys, in general, should precede the excavation to ensure the safety of the tunnel and should be followed up according to the various geological condition during the excavation. However actually the standard support patterns which were decided during the design step used be insisted for the whole excavation steps in spite of the various geological conditions. OO tunnel was excavated with NATM and a support pattern type-V in weak rocks. When the tunnel was excavated up to 25m long, the severe displacement was generated in the portal area and the shotcrete was damaged to make the cracks and the tunnel face was totally collapsed. It might happen owing to the one-day heavy rain, but the exact reason for that accident should be found out and the new optimal support patternt needed. Consequently three dimensional numerical analysis was applied for the evaluation of the cause of the tunnel collapse instead of two dimensional analysis, because three dimensional analysis can show better the real field phenomenon than two dimensional analysis in which the load distribution methods are adopted for the tunnel excavation. We could simulate the actual situations with three dimensional finite difference code and propose the new optimal support patterns.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2003년도 가을 학술논문집
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• pp.276-282
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• 2003

지층처분연구를 통한 지구과학분야의 기술적 발전은 천연방벽의 특성을 이해하기 위한 계측방법 및 단계적 부지조사ㆍ평가과정을 확립하였으나, 아직도 지하매질의 불균질성과 규모 종속적인 특성 때문에 후보부지특성에 대한 이해는 부족한 상태이다. 부지특성 평가결과의 불확실성으로 인한 시간적ㆍ경제적 부담을 줄이기 위해서는 무엇보다도 후보부지를 중심으로 계획된 정확하고 치밀한 부지특성평가계획의 수립과 전반적인 수행과정 및 결과에 대한 품질보증 시스템의 적용이 요구된다. 또한 원전수거물 처분시설에서 요구되는 충분조건과 필요조건으로 구분하여 단계별로 평가하여야 한다.

• Bulletin of the Korean Chemical Society
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• 제32권10호
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• pp.3561-3565
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• 2011

A rapid and inexpensive method was developed for the determination of trace silver in geological samples by using sulfhydryl cotton coupled with ICP-MS. The interferences such as $^{90}Zr$, $^{92}Mo$ and $^{93}Nb$ on silver were investigated in detail. Sulfhydryl cotton was found to be an effective adsorbent for separation of interferences for Ag in the solutions. Excellent agreements with the certified values were obtained for all the certified reference materials. The memory effects of Ag by ICP-MS were examined by using different agents, including water, nitric acid, and HCl-thiourea to all standards/samples. The agents also acted as cleansing solutions. A combination of HCl with thiourea gave the minimum memory effect. For comparison of results, a proposed Chinese Geology Survey procedure DC-ARC-AES and a direct determination pretreatment method of ICP-MS (water bath- auqa regia digestion) were studied. Under optimal conditions, the detection limits of our method for $^{107}Ag$ and $^{109}Ag$ were 1.2 ng/g and 1.3 ng/g, which offered much better accuracy for some difficult analysis geological samples such as GBW07604, GBW07605.

• Structural Engineering and Mechanics
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• 제72권2호
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• pp.275-291
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• 2019

In a super-large underground with "large span and high side wall", it is buried in mountains with uneven lithology, complicated geostress field and developed geological structure. These surrounding rocks are more susceptible to stability issues during the construction period. This paper takes the left bank of Baihetan hydropower station (span is 34m) as a case study example, wherein the deformation mechanism of surrounding rock appears prominent. Through analysis of geological, geophysical, construction and monitoring data, the deformation characteristics and factors are concluded. The failure mechanism, spatial distribution characteristics, and evolution mechanism are also discussed, where rock mechanics theory, $FLAC^{3D}$ numerical simulation, rock creep theory, and the theory of center point are combined. In general, huge underground cavern stability issues has arisen with respect to huge-scale and adverse geological conditions since settling these issues will have milestone significance based on the evolutionary pattern of the surrounding rock and the correlation analyses, the rational structure of the factors, and the method of nonlinear regression modeling with regard to the construction and development of hydropower engineering projects among the worldwide.

• 한국지형학회지
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• 제24권1호
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• pp.93-104
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• 2017

The objective of this study was two fold: firstly, we analyzed how the Geoparks have been run since the first one had been designated on December 31th, 2015. We then investigated how visitors' geographical and geological recognitions on the parks have changes. We visited geosites and investigated how well these sites accorded with the conditions for running Geoparks. In addition, scenery pictures and hashtags uploaded in Instagram between 2015 and 2016 were collected in order to analyze visitors preferences on the geosites along the, Hantan Imjingang River Geopark. Results showed that the hotspots were Bidulginang Waterall, Art Valley, and Jaein Waterfall. Compared to the ratio of geographical and geological references in 2015, the hashtags in all of these three geosites increased. The increases were as much as 3% in Bidulginang Falls, 0.6% in Art Valley, and 5% in Jaein Falls. In labelling the geographical and geological terms in Bidulginang Falls and Jaein Falls, the most frequently mentioned hashtags was "columnar joint", followed by "natural monument", "Geopark", and "basalt canyon". This study includes the study of visitors recognition which is one of the most important, but somehow neglected factor for the geopark's management.

• 방사성폐기물학회지
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• 제20권1호
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• pp.1-12
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• 2022

Bentonite is the most probable candidate to be used as a buffer in a deep geological repository with high swelling properties, hydraulic conductivity, thermal conductivity, and radionuclide sorption ability. Among them, the radionuclide sorption ability prevents or delays the transport of radionuclides into the nearby environment when an accident occurs and the radionuclide leaks from the canister, so it needs to be strengthened in terms of long-term disposal safety. Here, we proposed a surface modification method in which some inorganic additives were added to form NaP zeolite on the surface of the bentonite yielded at Yeonil, South Korea. We confirmed that the NaP zeolite was well-formed on the bentonite surface, which also increased the sorption efficiency of Cs and Sr from groundwater conditions. Both NaP and NaX zeolite can be produced and we have demonstrated that the generation mechanism of NaX and NaP is due to the number of homogeneous/heterogeneous nucleation sites and the number of nutrients supplied from an aluminosilicate gel during the surface modification process. This study showed the potential of surface modification on bentonite to enhance the safety of deep geological radioactive waste repository by improving the radionuclide sorption ability of bentonite.

• 지질공학
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• 제31권4호
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• pp.463-478
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• 2021

The subjects of the study are the sedimentary rock slope of the Mesozoic Gyeongsang Supergroup, which has a high risk of failure. The orientation of the slope-face represents a variety of changing characteristics. The rocks of the slope shall be sandstone, siltstone and dacite, and discontinuities shall develop beddings, shear joints, extension joints, and dacite dyke boundary planes. The type and scale of failure varies depending on the type of rock and the strike/dip of the discontinuities, but the toppling failure prevails. Based on the face-mapping data, SMR, physical and mechanical testing of rocks, analysis and review of the stereonet projections and the critical equilibrium analysis, all four representative sections required a countermeasure method because the acceptable safety factor during dry and rainy seasons were far below Fs = 1.5 and Fs = 1.2. After applying the countermeasure method, both the dry and wet conditions of the slope exceeded the allowable safety factor. In particular, the face-mapping data of the slope-face, the geological cross-sections of several representative sections perpendicular to the slope-face, and the critical equilibrium analysis and the presentation of countermeasure methods that have been reviewed based on them are expected to be reasonable tools for the slope stability. In addition, it will be possible to use it as basic data for performance evaluation for slope maintenance.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 추계 학술발표회
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• pp.497-508
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• 2006

Busan-Geoje Fixed Link, total length of 8.2km, consist of bridge and immersed tunnel connects Gaduk island, Busan and Jangmokmyon, Geoje, in extension of the $58^{th}$ local road. The immersed tunnel, a total length of 3.7km within Busan-Geoje Fixed Link, was planed first timein domestic but the deep water depth like maximum of 50m with offshore conditions and the 35m thickness of soft clay layer under the immersed tunnel, migth be some problems like the differential settlement during or after works. So it was designed to install SCP(Sand Compaction Pile) column partially to improve the soft ground under the immersed tunnel. In this paper, it is presented to illustrate the design including ground condition under the immersed tunnel, improvement design, upheaval shape and ratio due to SCP test construction.