• 한국환경복원기술학회지
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• 제7권1호
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• pp.68-76
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• 2004

Corestone ground mass has complicated characteristics as it is made up of hard and stiff corestone in a relatively weak and soft matrix. Model corestone ground mass whichis physically identical with the stiff corestone in weak matrix were tested in uniaxial compression. The tests showthat the increase of the corestone proportion brought the gradual increase of the elastic modulus as well. The ground mass was weaker when the corestone proportion was low while it was stronger in higher corestone proportion. The size of the corestone had no influence on the strength and elastic modulus as long as the proportion of the corestone remains same.

• 지질공학
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• 제17권1호
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• pp.89-99
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• 2007

일반적으로 지반의 굴착난이도를 평가하기 위한 간단한 방법은 지반 내에 분포하는 암석강도와 절리발달빈도를 고려하는데, 이 방법은 핵석 풍화단면에 그대로 적용할 수가 없다. 그러므로 암석강도와 절리발달빈도 뿐만 아니라, 핵석의 분포상태 및 분포비율, 굴착의 공사가능성, 굴착의 효율성들을 모두 종합하여서 판단하여야 비교적 정확하게 굴착난이도 추정이 가능하다. 굴착난이도를 판단하는 가장 좋은 방법으로 알려진 현장에서의 탄성파탐사 측정방법은 실제로 현장에서 육안으로 지질 상태를 확인한 결과와 차이가 심하다. (평균 $3{\sim}4m$, 최대 6m 차이) 그러므로 육안관찰과 현장탄성파탐사 방법은 모두 장단점이 있으므로 핵석지질에서 보다 정확하게 굴착난이도를 추정하고자 하면, 현장에서 지질 상태를 육안으로 관찰하고 동시에 현장 탄성파탐사를 모두 사용하여서 그 결과들을 종합하여 굴착난이도를 분석하고 적용하여야 한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.327-333
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• 2004

Corestone ground mass has complicated characteristics as it is made up of hard and stiff corestone in a relatively weak and soft matrix. Model corestone ground mass which is physically identical with the stiff corestone in weak matrix were tested in uniaxial compression. The tests show that the increase of the corestone proportion brought the gradual increase of the elastic modulus as well. The ground mass was weaker when the corestone proportion was low while it was stronger in higher corestone proportion. The size of the corestone had no influence on the strength and elastic modulus as long as the proportion of the corestone remains same.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2007년도 춘계학술발표회 논문집
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• pp.130-139
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• 2007

We have carried out numerical compression experiments to estimate the mechanical properties (Mohr-Coulomb and elastic) of corestone-bearing saprolites in Beolgyo area. The studied saprolite, consisting of mechanically much stronger corestone and weaker matrix, is a weathering product of the Precambrian granitic gneiss in the Youngnam massif. Since the saprolite consists of larger corestones with diameter up to 2m, it is impossible to directly measure the mechanical properties by physical experiments. We have measured the mechanical properties of corestone and matrix from naturally occurring saprolite and have used them as a reference for our numerical model. Then, we mixed each material and carried out biaxial compression tests while varying the volume percentage of corestones from 0 to 57%. We found that both cohesion and internal friction angle increase with the volume percentage of corestones while elastic modulus remains constant. We found the results from numerical experiments are in contradiction to what is known from physical experiments using artificial saprolites. This may be due to a possibility that the sharp and discrete nature of interface between corestone and matrix in physical experiments differs from the gradual interfacial nature in numerical modelling and natural saprolites.

• 한국지형학회지
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• 제18권1호
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• pp.57-71
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• 2011

남해안의 고성에 위치하는 월치고개 단면은 10m 두께의 화강암 풍화층으로써, 10YR 4/4에 가까운 적색을 띠고 있어서 고온다습했던 고기후의 산물로 판단되기 쉬운 단면이다. 그러나 단면관찰과 박편분석, XRD 동정과 지화학적 분석을 통해 살펴본 결과, 열수변성의 대표광물인 할로이사이트가 단면 전체에서 보편적으로 나타나고 있으며, 한반도의 일반적 화강암 풍화층의 화학적 풍화율인 60~70%보다 훨씬 높은 97%에 달하였다. 이는 기후지형학적 풍화에 의해 형성된 적색풍화층이 아니라, 지열수에 의한 열수변성 가능성이 매우 높게 단면으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.711-716
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• 2002

When judging the ground by core-logging, depth of coring might be stopped by coming into view of the moderately weathered rock and also considered as bedrock line. However, highly weathered rock may appear again, if coring more, because there are core-stones in the residual soil and highly weathered rock by the effect of hydraulic-thermal differentiation and does the irregular rock weathering or metamorphic rock region. Therefore, there are room for misunderstanding of diagnosing the moderately weathered rock. Even though the irregular ground where the corestones were come out will show clear geotechnical differences between the ground and the gradually weathered bedrock, nowadays, the construction sites do not take into account the characteristic of core-stone region. In conclusion, to study the failure-strength characteristics of soil layers containing core-stones, we made artificial core-stones and varied percentage of corestones, and measured cohesion and friction factors to adjust them to construction sites containing corestones such as slope, tunnel, and underground.

• 터널과지하공간
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• 제5권4호
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• pp.336-346
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• 1995

Geotechnical Information System (GTIS) for efficient management of three dimensional borehole data has been developed. Some problems were raised during the input process of borehole data, and alternative solutions were sought. According to the previous geotechnical reports, there is no unified weathering classification scheme. A criterion, 100 times/30cm from SPT, was turned out inappropriate to the discrimination of weathered rock from weathered soil. It has also been suggested that weathered soil, weathered rock, soft rock, and hard rock should be defined as CW, HW, MW, and SW~fresh condition. For better comparison of RQD, the use of NX size coring is recommended for the whole area although BX size coring has been used in excavated area. The limit of drilling depth up to 1 m from the top of surface of hard rock should be extended to avoid possible wrong interpretation of rock head due to the existence of corestone. The input data were analysed by geostatistical methods. It is found that the range in semivariogram is about 300m, and the variance of gneiss is greater than that of granite. It is because the granite data analysed came from almost single uniform rock mass(i.e.Seoul granite), but gneiss data came from the rock mass(i.e. Gyeonggi gneiss complex experienced several metamorphic metamorphic processes.

• 대한지리학회지
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• 제48권6호
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• pp.803-818
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• 2013

본 연구에서는 낭만가도에 발달한 총 80개의 바위지형을 조사 분석하였고 다음과 같은 결론을 얻었다. 바위지형 경관이 가장 많이 관찰되는 지역은 양양(43개)이며 사이트별로는 죽도해변(18개)에 가장 밀도 높게 분포한다. 가장 많이 관찰되는 지형단위는 풍화지형(61%)이며 나머지는 해안지형(24%), 구조지형(15%)이다. 풍화지형 중에서는 타포니(33%)가 가장 많고 다음은 핵석(27%), 토르(22%), 나마(10%), 그루브(4%), 박리(4%) 등의 순이다. 학술적 가치, 희소성, 접근성 등을 종합적으로 고려할 때 관광자원 및 지형학 야외 학습장으로 이용 가치가 높은 것으로 판단되는 지형 경관은 35개이다. 이 중 11개 경관이 밀집된 양양 동산해변은 '동산해변 바위공원(가칭)'의 명칭으로 개발하여 관광자원으로 적극 활용해보는 것도 고려해 볼만하다. 지형학 야외학습장으로서 활용가치가 높은 것으로 평가되는 경관은 부채바위, 옵바위 등 총 16개이다. 이들 지역에는 전형적인 풍화지형 경관들이 한 장소에 집중 분포하고 있고, 한 장소에서도 부가적으로 2~3개의 다른 개념의 지형유형을 함께 관찰할 수 있어 효율적인 야외 학습이 가능하다.