• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.51-60
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• 2006

At new constructing national road, a cutting slope was surveyed and gotten face mapping for three months. The slope is composed of gray phyllite and coaly slate which is the Chang-ri Formation, Okcheon system. The slope angle is 40 degree and the direction is NNE. The attitude of schistosity is $260^{\circ}/45^{\circ}$. So the slope direction is nearly parallel to the schistosity. This is the reason that the slope is very unstable. On the other hand, the very unstable slope is caused by the direction of the schistosity and the slope. First month the coaly slate was slided through the schistosity plane about 10cm. However, three months late the displacement was 2m maximum.

• 자원환경지질
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• 제10권4호
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• pp.177-184
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• 1977

This study is focused on the geological structure of Igog-Jangam folded zone in the vicinity of Goesan town where Ogcheon group distributes. The geology is composed of Gyemyungsan formation, Daehyangsan quartzite, Munjuri formation and Hwanggangri formation of Ogcheon group unknown age in descending order, and porphyritic biotite granite and dyke rocks that intruded into the Ogcheon group. The study revealed that Igog-Jangam folded zone is a plunged synclinal fold based on the following evidences; 1) Some pebbles in Hwanggangri formation at Minaemi-gol (a name of village) consists of phyllite of Munjuri formation. 2) The pebble bearing phyllitic bed in this area, Hwanggangri formation was recognized as the uppermost member in Ogcheon group instead of the basal one of the group. 3) A crest of anticlinal fold has been appeared near the Goegang bridge as a structural counter-part of that of the present area. 4) The study of lineation of minor fold in Munjuri formation also suggests that Igog-Jangam folded zone manifests to be a synclinal structure.

• Geomechanics and Engineering
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• 제17권6호
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• pp.527-534
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• 2019

There have been developed a number of methods to assess the abrasivity of rock materials with the increased use of mechanized rock excavation. These methods range from determination of abrasive and hard mineral content using petrographic thin section analysis to weight loss or development of wear flat on a specified cutting tool. The Cerchar abrasivity index (CAI) test has been widely accepted for the assessment of rock abrasiveness. This test has been considered to provide a reliable indication of rock abrasiveness for isotropic rocks. However, a great amount of rocks in nature are anisotropic. Hence, viability assessment of Cerchar abrasivity test for the anisotropic rocks is investigated in this research. The relationship between CAI value and quartz content for the isotropic rocks is well known in literature. However, a correlation between EQ, F-Schimazek value, Rock Abrasivity Index (RAI) and CAI of anisotropic rocks such as phyllite was done first time in literature with this research. The results obtained with this research show F-Schimazek values and RAI values should be considered when determination of the abrasivity of anisotropic rocks instead of just using Cerchar scratch test.

• 자원환경지질
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• 제50권5호
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• pp.353-361
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• 2017

괴산지역은 우라늄 함량이 높은 탄질점판암이 국부적으로 분포하고 있으며 화강암의 분포비율이 절반 정도나 되어 지하수의 우라늄 함량이 높을 것으로 예상되었다. 250개 지하수에서 우라늄 함량을 분석하였고 250개 지하수 중 200 개 지점에서 암석내 우라늄 함량을 측정하였다. 연구지역의 지질을 5개 (옥천 변성사질암대 (Og1), 옥천 하부천매암대 (Og2), 옥천 함력천매암대 (Og3), 쥬라기화강암(Jgr), 백악기화강암(Kgr))으로 대분하면 암석의 우라늄 함량 중앙값은 Kgr에서 8.2 mg/kg으로 가장 높았으며 Og2의 우라늄 함량은 나머지 Jgr, Og1, Og3 (3.05~3.90 mg/kg)의 범위로 비슷하게 나타났다. 250개 지하수의 우라늄 함량 범위는 $0.01{\sim}293.0{\mu}g/L$(중앙값 $0.87{\mu}g/L$)으로 국내 전체 지하수의 우라늄 중앙값 $0.74{\mu}g/L$와 비슷한 것으로 나타났다. 지질별 지하수의 우라늄 함량은 Kgr이 $4.74{\mu}g/L$으로 높고 Og1, Og2, Og3는 $0.35{\sim}0.74{\mu}g/L$으로 낮게 나타났다. 전체 지하수의 WHO의 음용수 가이드라인 $30{\mu}g/L$ 초과율은 국내 전체와 비슷한 2.8%이나 Kgr 지역의 초과율은 20.7%나 되어 추가 연구가 필요하다.

• 지질공학
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• 제26권4호
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• pp.571-581
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• 2016

To understand the mechanical properties of fault rocks, data from 584 in situ and laboratory tests on fault rocks from 33 tunnels were analyzed. The unit weights of the fault rocks range from 17.3 to $28.2kN/m^3$ and the cohesion and friction angles vary from 5 to 260 kPa and $14.7^{\circ}$ to $44.0^{\circ}$, respectively. The modulus of deformation and elasticity were generally < 200 MPa. In most cases, the uniaxial compressive strength was < 0.5 MPa, and Poisson's ratios were mainly 0.20-0.35. The mechanical properties of individual rock types were analyzed using box plots, revealing that the cohesion values and friction angles of shale and phyllite have relatively wide inter-quartile ranges and that the modulus of deformation and elasticity of shale have the lowest values of all rock types. In the analysis of mechanical properties by components of fault rocks, the largest values were shown in damage zones of individual rock types.

• 지질공학
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• 제17권2호
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• pp.271-277
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• 2007

천매암 및 편암으로 구성된 기지의 절개사면에서 제시된 이상대는 사면 하단부에 설정된 전류원과 상단부의 전위전극으로 하는 단극-쌍극자 배열을 이용한 전기비저항 토모그래피 방식으로 파악되었다. 해석 방법은 각 측선에서 얻어진 측정 자료를 가지고 3차원 전기비저항 역산 방법으로 하였다. 각 측선에 따른 영상들을 볼 때, 사면의 중앙부에 위치한 단층은 사면에 거의 수직인 방향으로 연장된 영상들로 제시되었다. 수치모델링 결과에서 이상대의 영상들은 절개사면에서 제시된 위치에 매우 정확한 결과들로 보여 주었으며, 단층은 절개사면으로부터 거리가 멀어질수록 지표로부터 그 심도가 깊어지는 경향으로 나타났다.

• 지질공학
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• 제15권4호
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• pp.463-473
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• 2005

국내에서 터널 설계 시 널리 사용되는 RMR 분류법과 Q-system은 모든 암종에 대해 동일한 배점 체계를 적용하기 때문에, 지역적인 지질학적 특성을 반영할 수 없으며 암반의 공학적 이방성을 충분히 표현하지 못한다. 본 연구에서는 암종별 지질학적 특성차에 의한 각 RMR 항목의 중요도를 살펴보기 위하여, 퇴적암, 화강암, 천매암을 기반암으로 하는 터널을 대상으로 막장관찰자료에 대해 정준상관분석을 실시하였다. 분석결과에 의하면 암종의 변화에 따라 전체 RMR배점에서 각 인자가 차지하는 영향은 서로 큰 차이를 보였다

• 자원환경지질
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• 제31권5호
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• pp.415-424
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• 1998

In order to investigate soil-gas $^{222}Rn$ concentrations, Kwanak Campus (Seoul National University), Boeun (Choong-buk) and Gapyung (Kyonggi) areas were selected and classified depending on their base rock types. Radon risk indices of these study areas decrease in the order of Gapyung>Kwanak Campus>Boeun areas, and in the order of rock type as banded gneiss>granite gneiss>granite>black slate-shale>mica schist>shale-lirnestone>phyllite-schist. Radon emanating trends with water content and grain size of soils were assessed by modified Morse 3 min. method. Radon emanation increases with the increase of water content in soils which is lower than 6~16 wt.%, and decreases in the range of higher than 6-16 wt. %. It shows that Rn emanation increases with the decrease of soil grain size. Radioactivity analysis of radionuclides of 238U series in some soil samples shows that radioactive disequilibrium state between $^{226}Ra$ and $^{238}U$ exists owing to different geochemical behavior of each radionuclide, and, it is necessary to carry out radioactive isotope geochemical approach for soil-gas $^{222}Rn$ study.

• 자원환경지질
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• 제36권2호
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• pp.103-109
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• 2003

동해탄광 지역의 산성광산배수에는 Ca, SO$_4$, Mg, Al의 함량이 높게 나타난다. 이 일대의 산성광산배수를 증발시켰을 때 생성된 증발잔류물에서는 주로 석고(CaSO$_4$${\cdot}$2$H_2O$)가 생성되었으며 그 외에 소량의 알루노겐(Al$_2$(SO$_4$)$_4$${\circ}$17$H_2O$) 과 헥사하이드라이트(MgSO$_4$${\circ}$6$H_2O$)가 형성되었다. 석고를 형성하는 Ca는 주변의 모암속에 포함된 방해석에서, SO$_4$ 는 폐석에 포함된 황철석에서 기원한 것으로 생각된다. 함수 알루미늄황산염광물인 알루노겐은 침상의 결정으로 나타난다. 하천수의 Al은 모암이나 폐석에 포함된 엽납석, 일라이트, 녹니석과 같은 층상규산염광물의 화학적 용해작용에 의해 부과된 것으로 추정된다. 함수 마그네슘황산염광물인 헥사하이드라이트는 침상이나 섬유상의 결정으로 생성되었으며 Mg의 기원은 모암내의 돌로마이트와 광산폐셔의 주 구성광물인 녹니석으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.833-841
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• 2008

Recently, the upheaval generation in the road which is under service had been reported. Due to the upheaval generation, total 4 lanes were forced to curtail to 3 lanes, and traffic was delayed. In normal situation of cut-slopes in korea, that condition is hard to detect since most cut-slopes contain discontinuous material, that is rock. Common collapses in rock-slopes is wedge failure, plane failure and toppling failure which is all individual mechanism of discontinuous rock mass. In contrast, such upheaval in the road in front of cut-slope can be generated only when circular movement is triggered within the cut-slope. In this sense, rock-slopes barely show any kind of movement in the road locates at the front of them. Numerical analysis is general method in simulation of slope displacement and evaluation of safety. However, numerical analysis programs which are related with rock-slopes are not able to simulate such upheaval movement because that programs are based on discontinuous modeling mechanism. In addition, although numerical analysis programs which are based on FEM/FDM and thus utilize continuous modeling mechanism are able to simulate circular movement and upheaval situation, they have weakness in reflecting discontinuities of rock-slope itself. In this study, detailed in-site investigation and numerical analysis based on in-site condition were performed in order to expect upheaval movement in the road. In this procedure, the FLAC program which uses continuous modeling method was utilized, and new approach reflecting discontinuity developed toward the road with a ubiquitous joint model was tried to derive reliable analysis result.