• 제목/요약/키워드: Crushed rock

검색결과 88건 처리시간 0.024초

국내 골재석산의 분포와 유형 분석 (Geology and Distribution of Crushed Aggregate Resources in Korea)

  • 홍세선;이창범;박덕원;양동윤;김주용;이병태;오근창
    • 자원환경지질
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    • 제37권5호
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    • pp.555-568
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    • 2004
  • 국내에서의 골재의 수요는 1980년대 이후 급속한 경제성장과 더불어 빠르게 증가되어 왔다. 국내 골재 생산량 중 하천골재의 비율은 약 25%, 바다골재 20∼25%, 육상골재 약 5%이며, 산림골재는 약 40∼50%를 점하며 거의 모든 굵은 골재의 공급을 담당하고 있다. 산림골재는 지역적으로 고르게 분포하고 있으나 서울, 부산 등 광역시를 중심으로 그 주변에 집중되는 경향을 보인다. 국내 산림골재로서 개발되는 암석은 심성암류 27%, 변성암류 32%, 퇴적암류와 화산암류가 각각 18%를 차지한다. 암종별로 보면 전체 골재석산에서 화강암 대상이 25%, 편마암 20%, 사암 10%, 안산암 10%의 비율을 보이고 있다. 석재로 이용되는 암종은 국내 암석 종류 중 15개 암종에 불과하지만 골재로 이용되는 암종은 석재 이용 암종의 2배인 29종으로 심성암류는 화강암, 섬장암, 섬록암, 반화강안, 반암, 규장암, 맥암 등이며, 화산암류는 유문암, 안산암, 조면암, 현무암, 응회암, 화산각력암 등이다. 또한 변성암류에서는 편마암, 편암, 천매암, 슬레이트, 변성사암, 규암, 혼펠스, 석회규산염암, 각섬암 등이 사용되고, 퇴적암에서는 사암, 셰일, 이암, 역암, 석회암, 각력암, 쳐트 등이 이용된다. 이들 암종들 중에는 석재로 사용하기 어려운 셰일, 이암, 화산각력암 등이 포함된다. 석재에서는 화강암이 70∼80%의 점유빈도를 보이지만 골재에서는 25% 정도의 점유율만을 보인다. 두 번째로 많이 이용되는 암종은 편마암으로 전체 점유율 중 20% 정도 차지한다. 그리고 사암과 안산암이 10% 내외 정도의 점유율을 보인다. 도별 점유현황을 살펴 보면 충북에서 심성암의 비율이 가장 높고 그 다음으로 전북, 강원, 경기도의 순으로 심성암의 점유율이 감소하며 경남과 전남이 12%, 10%로 가장 낮은 점유율을 보인다. 이러한 현상은 보통 70∼80%의 심성암 점유율을 보이는 석재자원과는 매우 다른 형태이다. 전남지역은 화산암 골재가 50% 이상이며, 경남은 퇴적암 골재가 50% 이상을 점한다. 또한 변성암의 골재 사용비율은 경기도, 충남에서는 거의 50% 수준에 육박한다. 골재 석산은 경기도, 경북, 경남, 충북에서 거의 비슷한 비율로 분포하며 오히려 전북에서의 골재 석산의 수는 적은 편에 속한다. 강원도가 골재석산의 수가 가장 적은 편이다.

Numerical investigation into particle crushing effects on the shear behavior of gravel

  • Xi Li;Yayan Liu;Guoping Qian;Xueqing Liu;Hao Wang;Guoqing Yin
    • Geomechanics and Engineering
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    • 제35권2호
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    • pp.209-219
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    • 2023
  • This paper presents numerical investigations into the particle crushing effect on the shear properties of gravel under direct shear condition. A novel particle crushing model was developed based on the octahedral shear stress criterion and fragment replacement method. A series of direct shear tests were carried out on unbreakable particles and breakable particles with different strengths. The evolutions of the particle crushing, shear strength, volumetric strain behavior, and contact force fabric during shearing were analyzed. It was observed that the number of crushed particles increased with the increase of the shear displacement and axial pressure and decreased with the particle strength increasing. Moreover, the shear strength and volume dilatancy were obviously decreased with particle crushing. The shear displacement of particles starting to crush was close to that corresponding to the peak shear stress got. Besides, the shear-hardening behavior was obviously affected by the number of crushed particles. A microanalysis showed that due to particle crushing, the contact forces and anisotropy decreased. The mechanism of the particle crushing effect on the shear strength was further clarified in terms of the particle friction and interlock.

부산직할시 산양사리 당리석산의 채석공해 및 쇄석골재 평가연구 (Public Nuisance and Aggregate Assessments of the Dangri Crushed Stone Quarry Busan, Korea.)

  • 김항묵
    • 기술사
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    • 제16권3호
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    • pp.41-53
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    • 1983
  • The Dangri Crushed Stone Quarry is located in Dangridong, Busan City, and around the estuary of the Nagdong River. The quarry is considered to be a very promised one in the urban area from the standpoints of the assessment of the aggregate rank, the environmental impacts and the transportation distance. The crushed stones for aggregate of the quarry marks the higher rank in the gravity, the absorption ratio, the abrasion ratio, and the stability in comparison with the JISA 5005. The basement vibrations of the residential section in the vicinity of the quarry, which are arised by the millisecond blasting at the quarry site using the gelatin dynamites less than 39kg in weight, are measured to assess the vibration nuisance. The values of acceleration and the magnitudes are less than eight gals and O on the Richter scale respectively, the vibration nuisance thus can be ignored in such scales of the experiments. The traffic vibrations of the residential section are slightly susceptible. In the experiments, the traffic vibrations appears to be sensibler to the basement than the explosion vibration. The explosion noises in the experiments are not checked not only on the RION Sound Level Meter but also to our ears. The values of traffic noises also are in the safety values of the noise nuisance. The crush dust suspends in the air toward the upper valley in the opposite side of the residential area because of the influences of the sea breeze and the valley wind in the daytime, and the monsoon and the topographic disposition. the dust nuisance thus would not be remained in problem. The quarry is operated in the daytime only. The traffic dust in the residential area will be reduced by the faultless pavement and the careful driving. The elaborate survey on the ridges and peaks surrounded the quarry is recommended to prevent in advance the accidents of the rock slide. Moreover, it is required to make an advisory committee to develop the industry and to save the techniques. The most important matter is the accomodation between the attitude of the enterprising man for the social responsibility to the public nuisance and the cooperative spirit of the inhabitants for the industry.

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철도노반의 탄성변위 예측 및 측정을 통한 회복탄성계수 모델 평가 (An Assessment of a Resilient Modulus Model by Comparing Predicted and Measured Elastic Deformation of Railway Trackbeds)

  • 박철수;김은정;오상훈;김학성;목영진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1404-1414
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    • 2008
  • In the mechanistic-empirical trackbed design of railways, the resilient modulus is the key input parameter. This study focused on the resilient modulus prediction model, which is the functions of mean effective principal stress and axial strain, for three types of railroad trackbed materials such as crushed stone, weathered soil, and crushed-rock soil mixture. The model is composed with the maximum Young's modulus and nonlinear values for higher strain in parallel with dynamic shear modulus. The maximum values is modeled by model parameters, $A_E$ and the power of mean effective principal stress, $n_E$. The nonlinear portion is represented by modified hyperbolic model, with the model parameters of reference strain, ${\varepsilon}_r$ and curvature coefficient, a. To assess the performance of the prediction models proposed herein, the elastic response of a test trackbed near PyeongTaek, Korea was evaluated using a 3-D nonlinear elastic computer program (GEOTRACK) and compared with measured elastic vertical displacement during the passages of freight and passenger trains. The material types of sub-ballasts are crushed stone and weathered granite soil, respectively. The calculated vertical displacements within the sub-ballasts are within the order of 0.6mm, and agree well with measured values with the reasonable margin. The prediction models are thus concluded to work properly in the preliminary investigation.

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대형직접전단시험을 이용한 조립재료의 전단거동 특성 (III) - 최종 종합 분석 - (Characteristics of Shear Behavior for Coarse Grained Materials Based on Large Scale Direct Shear Test (III) - Final Comprehensive Analysis -)

  • 이대수;김경열;홍성연;오기대;정상섬
    • 한국지반공학회논문집
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    • 제25권4호
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    • pp.39-54
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    • 2009
  • 대형직접전단시험기를 이용하여, 국내의 석산에서 생산된 쇄석재료들에 대한 전단거동을 분석하였다. 시료별로 전단강도를 산출하였으며, 최대입경, 수침조건, 밀도, 균등계수, 파쇄율 등의 변화에 따른 전단거동의 영향을 평가하여, 선행연구결과와 정성적으로 비교하였다. 아울러, 일의 원리를 응용하여, 쇄석재료의 응력-다일러턴시 관계를 규명하였으며, 한계상태의 마찰계수와 첨두마찰각 및 팽창각을 산출하였다. 실험결과 일축압축강도와 파쇄율이 쇄석의 내부마찰각에 가장 결정적인 영향을 미치며, 파괴시 다일러턴시도 연관성이 높은 것으로 밝혀졌다.

사력재와 석산재의 특성이 축조와 담수시 댐체 거동에 미치는 영향 (Effect of Characteristics of Sand/Gravel and Rock Materials on Behavior of Dam during Construction and Impounding)

  • 서민우;조성은;신동훈
    • 한국지반공학회논문집
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    • 제24권6호
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    • pp.45-55
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    • 2008
  • 최근 전 세계적으로 대부분의 댐이 CFRD 형식으로 축조되지만, 일부 지역에서는 지형적 및 환경적 특성으로 인해 석산재를 대신하여 사력재가 댐의 주 축조재료로 이용되고 있다. 최근 국내에서도 사력재를 댐의 주축조재로 이용하도록 댐이 설계된 바 있다. 본 연구에서는 국내 현장에서 채취된 사력재 및 석산재를 대상으로 총 7 case의 대형다짐 및 삼축시험을 수행하였다. 다짐 시험 및 삼축시험을 통해 두 재료의 다짐, 전단 강도, 변형 특성을 산정하였으며, 이로부터 두 재료 사이에 존재하는 특성 차이를 확인하였다. 실험 결과 전단강도에 있어서 사력재가 석산재에 비해 결코 불리하지 않음을 알 수 있었으나, 변형 특성은 다소 차이를 보이고 있었다. 한편 실험 결과를 이용한 댐체 거동해석에서는 주축조 영역에 강성이 큰 사력재를 사용한 경우가 석산재를 사용한 경우에 비해 변형이 작게 발생하였다. 결론적으로 사력재의 강도 및 변형특성이 석산재와는 다소 차이를 보이지만, 석산재를 대신하여 댐의 주축조재료로 사용하여도 안정성에는 큰 문제가 없을 것으로 판단된다.

Modulus of elasticity of concretes produced with basaltic aggregate

  • Maia, Lino;Aslani, Farhad
    • Computers and Concrete
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    • 제17권1호
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    • pp.129-140
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    • 2016
  • Basalt is a type of volcanic rocks, grey to black in colour, contains less than 20% quartz, 10% feldspathoid, and at least 65% of the feldspar of its volume. Basalt is considered an igneous rock with fine grains due to the rapid cooling of lava. Basaltic rocks have been widely used as aggregate for various purposes. The study presented in this paper was carried out on basalts that are widespread in the Madeira Island of Portugal and that comprise the major source of local crushed rock aggregates. This paper discusses an experimental programme that was carried out to study the effects of basaltic aggregate on the compressive strength and modulus of elasticity of concrete. For this purpose, cylinder specimens with $150{\times}300mm$ dimensions and prism specimens with $150{\times}150{\times}375mm$ dimensions were cast. The experimental programme was carried out with several concrete compositions belonging to strength classes C20/25, C25/30, C30/37, C40/50 and C60/75. The Eurocode 2 indicates the modulus of elasticity should be 20% higher when the aggregates are of basaltic origin, however results showed significant differences and a correction is proposed.

Comparative study on dynamic properties of argillaceous siltstone and its grouting-reinforced body

  • Huang, Ming;Xu, Chao-Shui;Zhan, Jin-Wu;Wang, Jun-Bao
    • Geomechanics and Engineering
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    • 제13권2호
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    • pp.333-352
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    • 2017
  • A comparison study is made between the dynamic properties of an argillaceous siltstone and its grouting-reinforced body. The purpose is to investigate how grout injection can help repair broken soft rocks. A slightly weathered argillaceous siltstone is selected, and part of the siltstone is mechanically crushed and cemented with Portland cement to simulate the grouting-reinforced body. Core specimens with the size of $50mm{\times}38mm$ are prepared from the original rock and the grouting-reinforced body. Impact tests on these samples are then carried out using a Split Hopkinson Pressure Bar (SHPB) apparatus. Failure patterns are analyzed and geotechnical parameters of the specimens are estimated. Based on the experimental results, for the grouting-reinforced body, its shock resistance is poorer than that of the original rock, and most cracks happen in the cementation boundaries between the cement mortar and the original rock particles. It was observed that the grouting-reinforced body ends up with more fragmented residues, most of them have larger fractal dimensions, and its dynamic strength is generally lower. The mass ratio of broken rocks to cement has a significant effect on its dynamic properties and there is an optimal ratio that the maximum dynamic peak strength can be achieved. The dynamic strain-softening behavior of the grouting-reinforced body is more significant compared with that of the original rock. Both the time dependent damage model and the modified overstress damage model are equally applicable to the original rock, but the former performs much better compared with the latter for the grouting-reinforced body. In addition, it was also shown that water content and impact velocity both have significant effect on dynamic properties of the original rock and its grouting-reinforced body. Higher water content leads to more small broken rock pieces, larger fractal dimensions, lower dynamic peak strength and smaller elastic modulus. However, the water content plays a minor role in fractal dimensions when the impact velocity is beyond a certain value. Higher impact loading rate leads to higher degree of fragmentation and larger fractal dimensions both in argillaceous siltstone and its grouting-reinforced body. These results provide a sound basis for the quantitative evaluation on how cement grouting can contribute to the repair of broken soft rocks.

고성토 암버력 동다짐 지반에 시공된 PHC 말뚝의 거동특성 사례연구 (A Case Study of PHC Pile Behavior Characteristics on Dynamic Compacted High Rock Embankment)

  • 유남재;윤동균;배경태;김형석;이달호;박용만
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.519-526
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    • 2010
  • The construction site for $\bigcirc\bigcirc$ transformer substation was located at a mountain valley. In order to prepare the site, the valley was first filled with crushed rock debris up to 63m. Since the main concern of this project is to minimize differential settlement of the foundation of transformer facilities, dynamic compaction was performed every 7m followed by reinforcement with EMP(Ez-Mud Piling). The EMP is one of bored piling methods, in which a hole is bored by means of air percussion and maintain by injecting Ez-Mud. Then a PHC pile (Pretensioned spun High strength Concrete pile) is embedded and finalized with a hammer. In this study, bearing capacities and long term behavior of a pile installed by EMP were investigated. To achieve these objectives, a series of tests such as static and dynamic load tests were conducted. In addition, a construction quality control standard was proposed based on the test results.

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Foundation Design the 151 story Incheon Tower in Reclamation Area

  • Abdelrazaq, Ahmad;Badelow, Frances;Kim, Sung-Ho;Park, Yung-Ho
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.157-171
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    • 2009
  • A 151 storey super high-rise building located in an area of reclaimed land constructed over soft marine clay in Songdo, Korea is currently under design. This paper describes the design process of the foundation system of the supertall tower, which is required to support the large building vertical and lateral loads and to restrain the horizontal displacement due to wind and seismic forces. The behaviour of the foundation system due to these loads and foundation stiffness influence the design of the building super structure, displacement of the tower, as well as the raft foundation design. Therefore, the design takes in account the interactions between soil, foundation and super structure, so as to achieve a safe and efficient building performance. The site lies entirely within an area of reclamation underlain by up to 20m of soft to firm marine silty clay, which overlies residual soil and a profile of weathered rock. The nature of the foundation rock materials are highly complex and are interpreted as possible roof pendant metamorphic rocks, which within about 50m from the surface have been affected by weathering which has reduced their strength. The presence of closely spaced joints, sheared and crushed zones within the rock has resulted in deeper areas of weathering of over 80m present within the building footprint. The foundation design process described includes the initial stages of geotechnical site characterization using the results of investigation boreholes and geotechnical parameter selection, and a series of detailed two- and three-dimensional numerical analysis for the Tower foundation comprising over 172 bored piles of varying length. The effect of the overall foundation stiffness and rotation under wind and seismic load is also discussed since the foundation rotation has a direct impact on the overall displacement of the tower.

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