• The Korean Journal of Ecology
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• 제14권1호
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• pp.113-117
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• 1991

Comparisons of the physico-chemical properties of earthworm(Lumbricus terrestris) soil casts and top soil of red pine forests in a limestone area were carried out. The casts production durign August and September in 1990 amounted to 6∼7t/ha. The particle of top soil and casts ranged 40∼50% and 10∼20% for sand , 25∼30% and 30∼35% for silt, and 20∼25% and 55∼65% clay, respectively. Significant difference in pH value was not observed between casts and top soil. The casts had 1.4times of organic matter, 1.5times of N, 1.8times of available P, 2times of exchangeable K, 1.3times of exchangeable Ca, and 1.6times of exchangeable Mg than the top 10cm of soil did. Earthworms have altered the soil texture and increased nutrient availability through production of the soil casts in this limestone area.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.137-145
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• 2004

Limestone zone in korea have been distributed to diagonal line so that it is wide from the Gangwondo to the Jeonlanamdo. The limestone cavity and fractured zone were formed by chemical weathering. Limestone cavity and fractured zone was reinforced with cemented milk(w/c=60%)by high pressure jet grouting by tripple -pipe to establish bridge foundation on the ground condition like limestone cavity. To analyze property of limestone and solid of cement milk(w/c=65%), mixed solid of cement, core NX size in the limestone cavity and fractured zone and compressive strength. Seismic tomograpy exploration was pcrforn1cd to analyze deformation modulus of limestone. The analysis suggests that deformation modulus of limestone has effect on uniaxial compressive strength, seismic velocity, seismic elasticity modulus. Average static elasticity modulus of limestone is $5.08{\times}10^5kgf/cm^2$, cement and coal mixed solid is $0.25{\times}10^5kgf/cm^2$, $0.095{\times}10^5kgf/cm^2$. Average seismic velocity of limestone is 5.240m/sec, cement and coal mixed solid is 2,211.3m/sec, 1,447.5m/sec. Average uniaxial compressive strength of limestone was $1,221.3kgf/cm^2$ and limestone specimen mixed with cement milk and solid of cement milk mixed with coal were $125.22kgf/cm^2$, $35kgf/cm^2$ each other. Average friction angle of limestone was $49.14^{\circ}$ and limestone specimen mixed with cement milk and solid of cement milk mixed with coal were $38.39^{\circ}, 25.83^{\circ}$ each other. Average cohesion of limestone was $137.7kgf/cm^2$ and limestone specimen mixed with cement milk and solid of cement milk mixed with coal were $23.5kgf/cm^2$, $15.5kgf/cm^2$ each other. Average deformation modulus of limestone was $2.84{\times}10^5kgf/cm^2$ and limestone specimen mixed with cement milk and solid of cement milk mixed with coal were $0.4{\times}10^5kgf/cm^2, 0.12{\times}10^5kgf/cm^2$ each other. It was analyzed that the elasticity and uniaxial compressive strength, seismic velocity of solid of cement milk mixed limestone pieces and coal had an highly interrelation regardless of existence of limestones pieces and coal but it had shown that limestones had an lower interrelation. In case of field seismic velocity and deformation of limestone, SIC solid of cement milk mixed with coal and limestone pieces had an highly interrelation.

• 자원환경지질
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• 제18권4호
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• pp.369-379
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• 1985

The geological structures and some of the stratigraphy in the area studied are being thought to be ambiguous and controvertible. The present study intended to clarify these ambiguities by correct interpretation of the geological structures and lithostratigraphy of the area concerned. The so-called "Sambangsan formation", which was designated as an unknown age by the Taebaksan Geological Investigation Corps (1962) and as the mid Cambrian age by T. Kobayashi (1966) and I.S. Kim (1983), has been determined by the present study as the $Hongj{\breve{o}}m$ series of Carbo-Permian age resting unconformably on the Cambro-Ordovician limestone formations. This determination was supported by conodont study concurrently carried out by I.S.Kim. The so-called "Daehari formation", which was renamed by the later study group after the original "Sambangsan formation" distributed in the area from southwest of Sambangsan toward southwest to $Juch{\breve{o}}n$, possesses more or less the same lithlogy as "Sambangsan formation" of the old designation in the eastern of the area, but different lithology in the western localities where Sadong formation, the basal sandstone member of the Kobangsan formation and the green shale member of the Nokam formation are cropped out. The narrow belt of the complex mixture of the $Py{\breve{o}}ngan$ group in-between limestone formations extending over 16km with a width of 500m to 1000m was formed by the faults: the northern boundary with the limestone formations is a fault contact all the way through entire area and the southern boundary is either fault contact in most of the area and unconformity in some other area. The $Hongj{\breve{o}}m$ formation on the Mt. Sambangsan shows rather steeply dipping nearly isoclinal folds which plunges $10^{\circ}$ to $20^{\circ}$ southward. There are also field evidences that the limestone formations distributed in both north and south of the Hongjom formation (erstwhile "Sambangsan formation") along the Sambangsan ridge are the same formations and show the same folding as the $Hongj{\breve{o}}m$ formation. Therefore, these limestone formations should be rezoned in the light of the new structural interpretation although they were differently designated in the previous studies as $Py{\breve{o}}ngchang$ and $Y{\breve{o}}ngw{\breve{o}}l$-type of the Joson Group. The structures developed in the area mostly faults, which acted as one of the guides for the new interpretation of the geology and structure of the area are described and shown on the geologic map.

• 자원환경지질
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• 제19권3호
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• pp.225-230
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• 1986

Various interpretations on the boundary between the $Okch{\check{o}}n$ system and the Great Limestone series of the $Chos{\check{o}}n$ system, and on the geologic structure and stratigraphy of the $Okch{\check{o}}n$ system have been yielded by the previous studies, and they are still in hot debate. The present work has mainly studied on the boundary between the $Okch{\check{o}}n$ and $Chos{\check{o}}n$ systems in the south of $Jech{\check{o}}n$, and the geology in its vicinity to clarify the previous misinterpretations if any on the geologic structure and in trun stratigraphy of the area concerned. The boundary between the $Okch{\check{o}}n$ system and the Great Limestone series of the $Chos{\check{o}}n$ system has been thought to be (1) gradational relation which means two systems are the same formation, (2) unconformable relation in which the $Okch{\check{o}}n$ system overlies the $Chos{\check{o}}n$ system, (3) unconformable relation in which the $Chos{\check{o}}n$ system overlies the Okchon system indicating that the age of the $Okch{\check{o}}n$ system is Precambrian, and (4) fault contact in which the $Okch{\check{o}}n$ system of Precambrian age comes in contact with the $Chos{\check{o}}n$ system of Cambro-Ordovician age. The present study clearly found that the relationship between the two systems is a fault zone contact. Shear zone of a width of 300 to 400m is developed, and andesitic volcanics and basic dikes are intruded along the fault zone. This fault contact is exactly the north extension of the Bonghwajae fault, which was denominated long time ago by two of the present authors. The eastern side of the fault has been uplifted so that the $S{\check{o}}changri$ formation of the $Okch{\check{o}}n$ system cropped out in the zone of the Great Limestone series. All the previous workers thought that the $S{\check{o}}changri$ formation rests on the Great Limestone series, but the present study found an overthrust having a strike of $N8^{\circ}E$ and dip of $30^{\circ}NW$ between them, and the $S{\check{o}}changri$ formation has thrusted over the Great Limestone series at the central part of the study area. In the southern and northern parts of this uplifted $S{\check{o}}changri$ formation, the Great Limestone series rests unconformably on it. In the eastern part of the study area where the Mt. Dangdu is located and the previous workers thought that the $S{\check{o}}changri$ formation rests on the Great Limestone series, Precambrian basement rock whose age is older than 1720+50 m.y. crops out in the northern part of the east-west trending high angle fault, and the Great Limestone series rests unconformably on the basement.

• 자원환경지질
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• 제7권4호
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• pp.151-155
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• 1974

This report deals with the stratigraphy and chemical composition of calcareous sedimentary rocks of upper Choseon System, Cambro-Ordovician, in the titled area, for the evaluation of limestone resources of cement manufacture.

• 지질공학
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• 제13권3호
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• pp.335-344
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• 2003

본 연구에서는 전라남도 장성과 화순에 분포하는 석회암풍화토의 물성 및 전단 특성을 연구하였다. 석회암풍화토의 교란시료에 대한 물성 및 전단 특성을 파악하기 위하여 실내 시험이 수행되었다. 연구지역의 석회암풍화토에 대한 물성 및 전단 특성은 다음과 같다 비중(Gs)은 2.78~2.80, 액성한계(LL)는 37~38(%), 소성지수(PI)는 13.7~15.4이며 흙의 분류(USCS)는 CL에 해당된다. 불포화 시료의 직접전단시험 (vd, $1.5t/\textrm{m}^3$)에 의한 강도정수는 점착력(c)이 3.07~4.4 ($t/\textrm{m}^2$) 그리고 내부마찰각($\Phi$)은 $34.8~42.4^{\circ}$의 범위를 보인다. 화강암풍화토 (양, 1997; 문. 1998; 박, 1998)와 비교해 보면, 연구지역의 석회암 풍화토의 물리적 특성은 일반적으로 차이를 보이며, 전단 강도정수 중, 내부마찰각은 대체적으로 유사한 경향을 보이는 것으로 나타났다.

• 자원환경지질
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• 제2권3호
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• pp.58-67
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• 1969

Songgwang lead zinc mine is located in about 12km to the north-east of Jeonju City. Geology of the mine and its visinity is consisted of Jeonju series belonged to so-called Okcheon system, Seodaesan tuff formation, Silla series, and the quartz porphyry intruded into these formations. Jeonju series comprising 3 formations; that is, of Sadaeri, Sindong, and Girinbong. Jeonju series is generally distributed in southern part of the area, striking NNW, and diping NE $30^{\circ}$, or NW $30^{\circ}$. It is deformed to form synclinorium and anticlinorium plunging to the north with low angle. In the northern part of the area, Jeonju series was cut by Sinpeongri-fault of NEE direction near Sinpeongri. In the north side of the fault, it is overturned and shows NEE or NWW strikes and NW $60^{\circ}$ dips. At the west of Songgwangri, it is cut by 3 thrusts; the two are almost parallel each other, and the third oneis manifested by the fact that the lower black shale zone thrusted over the upper limestone. Songgwangri thrust, so named, is a post-mineral fault and its plane represents a premineral slip plane. Enrichment of are took place along the bedding plane or fissure parallel to it, as seen in adit No. 1 or No. 2 along the floor of the thrust, and along the sheared zone or the brecciated zone oblique to the plane near the thrust in crystalline limestone of Sindong formation as observed in the underground levels of inclined slope. Ore minerals are chiefly zincblende, galena, pyrrhotite, arsenopyrite, acompanied pyrite and chalcopyrite, and contain Au and Ag. In earlier stage of mineralization, the limestone was recrystalized, and sulphide minerals were enriched in the· permiable zone said above by pyrometasomatism, and in later stage the limestone was affected chloritization and sericitization. However hydrothermal replacement was weak, so that enrichment did not took place. It seems that minerallizing materials came up through the premineral slip plane and injected, and replaced the limestone in permiable zone said above with sulphide are minerals. Then Songgwangri thrust took place and, the lower black shale zone thrusted upon crystalline limestone.

• 지질공학
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• 제25권4호
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• pp.511-524
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• 2015

본 연구는 충청북도에 위치하는 지하수로 포화된 삼성석회석광산에서 발생한 지반침하에 대한 사례연구로서, 대상 지역의 지반조사 및 지반안정성평가를 바탕으로 침하원인을 규명하고 향후 침하가능성에 관하여 검토하였다. 조사 및 안정성평가 결과에 의하면 채굴구역은 강우 유입으로 인한 전단강도 저하로 전반적으로 불안정하게 평가되었으며, 미채굴 구역의 침하발생 주요 원인은 지하수위 하강에 기인한 것으로 판단된다. 향후 침하 가능성과 관련하여, 채굴공동 천단의 암반층 두께가 얇은 구간이나 인장절리 발달이 활발한 구간이 존재하고 채굴공동 주변의 지반상태가 불량하므로 침하가 발생할 경우 침하의 영향은 주변 지반으로 확산될 가능성이 있다. 또한 연구지역 내 석회암 분포지역에서는 석회암층 내자연 용식공동의 함몰이나 양수 등 인위적 요인의 영향으로 인해 지하수위 저하나 강우침투에 의한 공동에서의 유로변화 및 수위변화가 발생할 경우 추가적인 침하가 발생할 수 있으며, 이에 대한 보강 및 관리 대책이 필요할 것으로 판단된다.

• 한국광물학회지
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• 제17권4호
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• pp.339-355
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• 2004

국내산 고품위 석회석은 그 지질 배경과 광상 유형에 따라 (1) 제천-단양 지구, (2) 삼척-태백-정선 지구 및 (3) 울진-안동 지구의 유형들로 구분된다. 제천-단양 지구에서 산출되는 석회석을 제외한 대부분의 국내산 고품위 석회석들은 석회암이 열수변질작용과 열변성작용을 받아 재결정되고 Ca이 부화된 양상을 이룬다. 국내산 고품위 석회석은 광물조성, 화학조성, 결정도 및 광물상의 차이에 따라 결정질 석회암형, 대리암형, 미정질 및 거정질 방해석 유형으로 구분된다. 이들에 대해 응용광물학적 관점에서 그 조성과 특성을 밝히기 위한 체계적인 시험 및 분석이 이루어졌다. 제천-단양 지구의 고품위 석회석들은 외견상 원암에 가까운 결정질 석회암 유형으로서, 낮은 결정도와 세립질 조직, 비교적 높은 CaO 함량(51～54 wt.%) 및 낮은 백색도의 광석 특성을 갖는다. 삼척-태백-정선 지구에서 산출되는 미정질(대개 0.2～0.3 mm) 및 거정질(2～15 cm) 고품위 석회석은 전형적인 열수변질형 광석으로서, 결정도에서 유형별로 서로 현격한 차이를 보이고 다소 편차가 심한 CaO 함유도(50～55 wt.%) 및 높은 백색도를 보이는 것이 특징이다. 특히 이 지역의 주된 광체인 미정질 방해석형 광석은 미세하고 균일한 결정도와 보다 균질한 조성(대개 > 52 wt.%)을 이룬다. 울진-안동 지구의 변성퇴적암류에서 산출되는 석회석들은 그 광상 유형과 산출상태에 따라 품위와 품질면에서 현격한 차이를 보인다. 이 같은 국내산 고품위 석회석의 광물특성과 화학조성상의 특징에 의거하여 지역별로의 광석 유형에 따라 적절한_개발 용도를 제시하였다.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2007년도 춘계학술발표회 논문집
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• pp.64-80
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• 2007

본 논문은 영동선 동백산역에서 도계역 사이를 연결하는 국내 최장터널(16.2km)인 솔안터널의 굴착사례를 소개하고자 한다.본 현장은 퇴적암지대로서 단층,공동 및 함탄층으로 구성된 복잡한 지질구조를 가지고 있다. 이러한 지질구조 중 석회암 지대에서 터널 굴착시 예기치 못한 유수에 의해 지반공학적 문제점이 발생하였다. 본 터널은 석회암층 내 공동 및 단층의 영향으로 지하수위의 저하 및 토사유실이 발생하여 지표침하를 가져왔다. 이에 따른 정밀조사를 통한 원인 분석과 대책을 소개하고, 석회암의 특성을 반영한 침하 재발방지방안을 제시하고자 한다.