• 지질공학
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• 제34권1호
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• pp.67-105
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• 2024

This study compares the quartzites of four quartzite units: The Fagfog Quartzite, Dunga Quartzite (member of the Robang Formation), Pandrang Quartzite (member of the Kalitar Formation) and the Chisapani Quartzite. The analysis shows variations in flakiness and elongation, as the Fagfog Quartzite displays low flakiness whereas the Pandrang and the Chisapani have moderate and the Dunga Quartzite has shown variations. The density values of the four quartzite units remain consistent, indicating uniform physical properties and porosity levels. However, bulk density values differ among the quartzites, suggesting variations in particle arrangement, porosity, and density. Regarding strength measures, the Pandrang and the Chisapani Quartzite have higher strength characteristics as compared to the Fagfog and the Dunga Quartzites. The Pandrang Quartzite has the highest average point load strength index, classifying it as "Extremely Strong". The resistance to impact and crushing forces varies among the quartzites, with lower Aggregate Impact Value (AIV) and Aggregate Crushing Value (ACV) indicating higher strength and durability. Durability tests show that the Fagfog Quartzite has high durability against slaking, with a slight decrease observed after the fifth cycle. The Dunga Quartzite shows varying degrees of weathering, while the Pandrang and the Chisapani Quartzite have minimal weight changes, indicating strong resistance to weathering. Magnesium sulfate soundness tests indicate high durability and resistance to degradation for all four units. The Los Angeles abrasion value (LAAV) tests indicate favorable resistance to abrasion for the majority of the Fagfog, Dunga, and the Pandrang Quartzites samples, while Chisapani Quartzite shows more variability in LAAV values. The Pandrang Quartzite shows a higher proportion of elongated particles but lower flakiness index values as compared to Fagfog and Dunga Quartzites while Chisapani Quartzite stands out with a significantly higher presence of flaky particles and lower elongation index values. Mechanically, the Fagfog and Dunga Quartzite show higher strength and better resistance to abrasion and freeze and thaw. The Pandrang Quartzite shows moderate resistance to crushing and sudden effect, while the Chisapani Quartzite has variable resistance to effect. This comparative study emphasizes the diversity and complexity of quartzite rock types, showing the need for comprehensive characterization and assessment to determine their suitability for specific applications.

• 한국건설순환자원학회논문집
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• 제6권4호
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• pp.89-94
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• 2012

본 연구에서는 ALC의 물리적 특성에 영향을 줄 수 있는 다양한 인자 중 규석 종류를 검토하였으며, 이때 회수슬러리를 재활용하였다. 규석은 문경 및 금평 규석을 사용하였으며, 규석 분말 입수분도 실험하였다. 규석의 XRD 분석과 광물상 분석을 통해 문경 규석의 주요 광물은 석영과 운모로, 금평 규석은 석영으로 구성되어 있음을 확인하였다. 더불어 금평 규석에 존재하는 석영의 결정성이 좀 더 양호하다는 것도 알 수 있었다. ALC의 밀도와 기공특성은 규석별 차이가 관찰되지 않았으나, 압축강도 및 A-수는 문경 규석보다 금평 규석 사용시에 양호한 특성을 발현하였다. 이러한 현상은 규석에 존재하는 주요 광물 결정종의 차이, 석영입자 결정성 및 미량성분 함량 차이 등의 영향으로 추정되었다.

• 자원환경지질
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• 제28권1호
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• pp.43-51
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• 1995

The Jangsan Quartzite is a basal unit of the Cambro-Odovician sequence, in Socheon-Myeon, Bonghwa-Gun, Gyeongsangbug-Do, South Korea, was petrologically and geochemically investigated. The quartzite consists mainly of quartz and muscovite, assosiated with tourmaline and graphite. The quartzite shows white and/or gray color and various green color in hand specimens. The white and gray colored rocks have very low vanadium contents, but a dark green colored rock contains 8960 ppm vanadium. The muscovites in the quartzite show colorless and green color, of which green ones range from pale blue green to pale green. The dark green colored muscovites have above 8 wt. % vanadium and pale green ones have 1-3 wt. % vanadium. Vanadium contents in moscovite increase with decreasing $Al^{v1}$ contents. It suggests that vanadium substitutes for octahedral aluminium in moscovite. In general, it tends to large volumes of muscovite (up to 14 modal %) in deep green colored rocks, and high vanadium contents in their muscovites. Most of the moscovite flakes occur along the quartz boundaries and some are enclosed by quartz grain. The moscovite grains intergrowth each other in the former. The mouscovite aggragates are divided into two types on the basis of their intergrowth(cut) times. Two cut times and one cut time are named T type and D type, respectively. The T type is mainly distributed at western part (near of the Chunyang granite), whereas the D type is distributed from middle to estern part(near the Janggunbong) of the formation. The boundary is consistent with metamorphic isograd between andalusite and sillimanite zone by Ahn et. al. (1993).

• 암석학회지
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• 제15권3호
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• pp.119-127
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• 2006

서산층군 함철규암의 한 시료를 대상으로 쇄설성 저어콘의 SHRIMP U-Pb 연대를 측정하였다. 42점의 분석치 중 38점이 불일치비 10% 이하의 일치연령을 나타내며, 이들은 $1781{\sim}1898\;Ma(n=19),\;1935{\sim}1941\;Ma(n=4),\;1996\;Ma,\;2120\;Ma\;2403{\sim}2459\;Ma(n=5)$, 2661 Ma와 3198Ma의 8 연령군을 이룬다. 따라서 함철규암의 퇴적시기는 가장 젊은 쇄설성 저어콘 연령인 1.78 Ga 이후이며, 이는 서산층군의 함철규암이 북중국 지괴의 시생대 함철층과 대비될 수 있다는 기존의 주장과 배치된다.

• 암석학회지
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• 제14권2호
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• pp.116-126
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• 2005

경기도 파주시 월롱면, 광탄면, 조리면 지역에는 다중 습곡 작용을 받은 선캠브리아기 암석이 $N10^{\circ}E$ 방향의 습곡축을 갖는 2조의 U형 습곡구조(습곡 I과 II)를 따라서 분포한다. 습곡구조를 따라 분포하는 10여 매의 규암과 4 매의 석회질 편암은 기원 퇴적암이 순차적으로 반복 퇴적된 것인지, 혹은 $1\~2$의 동일한 규암과 석회질 편암이 등사습곡작용에 의하여 반복 분포되는 것인지에 관한 직접적인 증거(퇴적구조)는 발견되지 않는다. 이 논문에서는 U형 습곡이 습곡축을 중심으로 동측과 서측의 양 방향에 분포하는 규암의 상호 연결성을 희토류원소 분포도와 Nd 동위원소비와 같은 지구화학적 방법으로 대비하였다. 습곡구조를 형성하는 규암의 희토류원소 분포도 특성은 경희토류는 편평하고 중희토류가 약간 결핍되어 있다. 또한 Ce의 부(-)의 이상을 보여주는 반면에 Eu의 이상은 거의 존재하지 않는다. 희토류원소 분포도 양상은 습곡축을 중심으로 동서 양 방향의 규암에 있어서 매우 유사하게 나타났다 이들 규암의 Nd모델연대도 습곡축의 양쪽 외 곽부에서 내부로 들어오면서 젊어지는 경향을 보여준다. 이와 같이 유사한 희토류원소 분포특성과 Nd 모델연대는 연구지역내에서 습곡축을 중심으로 동측과 서측에 분포하는 규암이 동일한 기원물질로부터 유래되었음을 시사해주는 것으로서, 층서적 및 구조지질학적 연결과 대비되는 것으로 볼 수 있다. 규암과 호층을 형성하는 운모편암의 희토류원소 분포도 및 Sr, Ba, Eu, Rb과 같은 미량원소의 상관관계도는 운모편암이 규암의 근원 물질과는 다를 가능성을 지시한다. 이는 변성작용, 풍화작용과 같은 지질현상에 의해서도 전체적인 분포 특성이 거의 영향을 받지 않는 희토류원소 지구화학과, 지각내 체류시간을 지시해주는 Nd 동위원소 지구화학이 서로 떨어져 분포하는 퇴적층의 연결성을 추적하는데 유용하게 활용될 수 있음을 지시해준다.

• 한국세라믹학회지
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• 제47권5호
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• pp.407-411
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• 2010

ALC was fabricated using cement, lime and quartzite by hydrothermal reaction. ALC has low strength and brittleness on account of inner pores. The studies for resolving these problems were driven by many researchers. Among these researches, the controls of quartzite fineness have been studied for unsuitable properties of ALC. This study experimented with variation of 90 ${\mu}m$ residue for obtain good physical properties. It was found that 90 ${\mu}m$ residue influenced on physical properties of ALC. The lower amount of 90 ${\mu}m$ residue, the higher compressive and bending strength. But the continuing decrease of 90 ${\mu}m$ residue did not cause the increase of strength. In order to application of these results in process, the states of process and hydrothermal products will be considered.

• International Journal of Concrete Structures and Materials
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• 제11권1호
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• pp.17-28
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• 2017

Although concrete is a noncombustible material, high temperatures such as those experienced during a fire have a negative effect on the mechanical properties. This paper studies the effect of elevated temperatures on the mechanical properties of limestone, quartzite and granite concrete. Samples from three different concrete mixes with limestone, quartzite and granite coarse aggregates were prepared. The test samples were subjected to temperatures ranging from 25 to $650^{\circ}C$ for a duration of 2 h. Mechanical properties of concrete including the compressive and tensile strength, modulus of elasticity, and ultimate strain in compression were obtained. Effects of temperature on resistance to degradation, thermal expansion and phase compositions of the aggregates were investigated. The results indicated that the mechanical properties of concrete are largely affected from elevated temperatures and the type of coarse aggregate used. The compressive and split tensile strength, and modulus of elasticity decreased with increasing temperature, while the ultimate strain in compression increased. Concrete made of granite coarse aggregate showed higher mechanical properties at all temperatures, followed by quartzite and limestone concretes. In addition to decomposition of cement paste, the imparity in thermal expansion behavior between cement paste and aggregates, and degradation and phase decomposition (and/or transition) of aggregates under high temperature were considered as main factors impacting the mechanical properties of concrete. The novelty of this research stems from the fact that three different aggregate types are comparatively evaluated, mechanisms are systemically analyzed, and empirical relationships are established to predict the residual compressive and tensile strength, elastic modulus, and ultimate compressive strain for concretes subjected to high temperatures.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.363-368
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• 2000

This paper is an introduction of pessimum program for the identification of alkali-silica reaction of alkali-aggregate reaction which is known as one of a major factor of concrete deterioration. A series of gel-pat testing program was undertaken to observe the reactivity of potentially alkali-silica reactive concrete aggregates which were found to be reactive by previous petrographic examination (ASTM C 295). And then a pessimum program was performed in accordance with mortar-bar test method (ASTM C 227) with different percentage of those reactive components included in the fine aggregate source to determine the pessimum quantity. Chert and quartzite were found to be major components of reactive mineral/rock, and the pessimum condition for chert was about 3%, even though the test was performed with up to 25% of the component. In the case of quartzite, however, the mortar-bar expansion appeared to be directly proportional to the amount of quartzite sample with increasing tested quantity up to 35%. Both of the expansion results were well 3 and 6 month specified maximum limitation of 0.05% and of 0.1% respectively.

• 한국구조물진단유지관리공학회 논문집
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• 제5권2호
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• pp.137-146
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• 2001

The non-destructive tests are widely used to predict the strength of existing structures. The purpose of the present study is to propose the prediction equations for strength evaluation of concrete structures. The present study focuses on the rebound method and ultrasonic pulse velocity method for quartzite aggregate concrete. The major test variables include the water-cement ratio and curing methods. The water-cement ratio are 0.4, 0.5, 0.6, 0.7, respectively and the curing method covers ail-dry condition and standard curing condition. The prediction equations for strength of concrete are proposed from the present test data.

• 자원환경지질
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• 제39권1호
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• pp.1-7
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• 2006

본 연구는 경상남도 거창군 북상면 산수리 지역에 산출되는 풍원 규암광에 대한 산상과 매장량평가에 대한 것이다. 규암광은 선캠브리아시대의 광역변성작용과 화강암화작용에 의해 형성된 것으로, 덕유산층인 운모편암과 화강편마암의 경계부에서 산출되고 있다. 본 규암층은 주변의 고기퇴적암류(쳐트, 사암)의 규소성분들이 추출되어 재결정되고 재배열되어 형성되어진 것이다. 규암층은 유색$\~$담회색$\~$담황색을 띠는 세립의 치밀하고 견고한 암상이며, 규암은 대부분 $0.5\~1mm$ 내외의 석영으로 구성되어 있으며, 약한 엽리가 발달되어 있다. 규암층은 주향 N57E-N84E, 경사 $51-60NW(264/51\~237/60)$을 가지며, 부존 규모는 최대 층후 60m, 연장 약 140m, 최대 노두폭(露頭幅)이 약 35m로 렌즈상 혹은 소세지형으로 산출되고 있다 본 규석광의 산술평균품위는 $SiO_2=94.4wt\%,\;Al_2O_3=3.3wt\%,\;Fe_2O_3=0.8wt\%,\;K_2O=0.7wt\%$으로 주물사용, 건축용, 시멘트용으로 적합하다. 가채확정광량은 200,811M/T으로 평가된다.