• 제목/요약/키워드: rock distribution

검색결과 902건 처리시간 0.021초

Prediction of rock fragmentation and design of blasting pattern based on 3-D spatial distribution of rock factor

  • 심현진;한창연;남현우
    • 지반과기술
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    • 제3권3호
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    • pp.15-22
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    • 2006
  • The optimum blasting pattern to excavate a quarry efficiently and economically can be determined based on the minimum production cost, which is generally estimated according to rock fragmentation. Therefore, it is a critical problem to predict fragment size distribution of blasted rocks over an entire quarry. By comparing various prediction models, it can be ascertained that the result obtained from Kuz-Ram model relatively coincides with that of field measurements. Kuz-Ram model uses the concept of rock factor to signify conditions of rock mass such as block size, rock jointing, strength and others. For the evaluation of total production cost, it is imperative to estimate 3-D spatial distribution of rock factor for the entire quarry. In this study, a sequential indicator simulation technique is adopted for estimation of spatial distribution of rock factor due to its higher reproducibility of spatial variability and distribution models than Kriging methods. Further, this can reduce the uncertainty of predictor using distribution information of sample data. The entire quarry is classified into three types of rock mass and optimum blasting pattern is proposed for each type based on 3-D spatial distribution of rock factor. In addition, plane maps of rock factor distribution for each ground level are provided to estimate production costs for each process and to make a plan for an optimum blasting pattern.

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Characteristic of size distribution of rock chip produced by rock cutting with a pick cutter

  • Jeong, Hoyoung;Jeon, Seokwon
    • Geomechanics and Engineering
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    • 제15권3호
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    • pp.811-822
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    • 2018
  • Chip size distribution can be used to evaluate the cutting efficiency and to characterize the cutting behavior of rock during cutting and fragmentation process. In this study, a series of linear cutting tests was performed to investigate the effect of cutting conditions (specifically cut spacing and penetration depth) on the production and size distribution of rock chips. Linyi sandstone from China was used in the linear cutting tests. After each run of linear cutting machine test, the rock chips were collected and their size distribution was analyzed using a sieving test and image processing. Image processing can rapidly and cost-effectively provide useful information of size distribution. Rosin-Rammer distribution pamameters, the coarseness index and the coefficients of uniformity and curvature were determined by image processing for different cutting conditions. The size of the rock chips was greatest at the optimum cut spacing, and the size distribution parameters were highly correlated with cutter forces and specific energy.

화강암지역의 암반블록규모 단열체계 분포특성 연구 (Characterization of the Spatial Distribution of Fracture System at the Rock Block Scale in the Granitic Area)

  • 김경수;배대석;김천수
    • 터널과지하공간
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    • 제12권3호
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    • pp.198-209
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    • 2002
  • To assess deep geological environment for the research and development of hish-level radioactive waste disposal, six boreholes of 3" in diameter were installed in two granitic areas. An areal extent of the rock block scale in the study sites was estimated by the lineament analysis from satellite images and shaded relief maps. The characterization of fracture system developed in rock block scale was carried out based on the acoustic televiewer logging in deep boreholes. In the Yuseong site, the granite rock mass was divided into the upper and lower zones at around -160m based on the probabilistic distribution characteristics of the geometric parameters such as orientation, fracture frequency, spacing and aperture size. Since the groundwater flow is dependent on the fracture system in a fractured rock mass, the correlation of the fracture frequency and cumulative aperture size to the hydraulic conductivity was also discussed.

발파암 계수의 3차원 공간 분포에 기초한 암석 파쇄도 예측 및 발파 패턴 설계 (Prediction of Rock Fragmentation and Design of Blasting Pattern based on 3-D Spatial Distribution of Rock Factor)

  • 심현진;서종석;류동우
    • 터널과지하공간
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    • 제15권4호
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    • pp.264-274
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    • 2005
  • 대규모 채석을 위한 최적 발파 패턴은 파쇄 입도의 분포에 따라 추산된 최소 발파 비용에 기초하여 결정될 수 있다. 따라서 파쇄 입도의 분포를 예측하는 문제는 매우 중요하다. 파쇄 입도 분포의 예측에 사용된 모델은 현장 시험발파로부터 얻은 발파석에 대한 입도 분포와 비교 검토하여 선택하였다. 그 결과 Kuz-Ram 모델을 파쇄 입도 모델로 선정하였으며, 이 모델은 현지 암반의 상태를 고려할수 있는 발파암 계수라는 지배적 인자를 사용한다. 전체 생산 비용 산정을 위해 발파암 계수의 3차원 공간 분포의 추정은 매우 중요한 문제라 할 수 있다. 따라서 본 연구에서는 대규모 발파 예정 대상 구역 전체의 발파암 계수에 대한 3차원 공간 분포를 추정하기 위해 순차적 지시 시뮬레이션을 적용하였다. 순차적 지시 시뮬레이션은 조건부 시뮬레이션의 한 종류로서, 크리깅 기법에 비해 높은 변동도 모델 재현성과 취득된 조사 자료의 분포 모델에 관한 정보를 활용함으로써 추정치에 대한 불확실성을 보다 줄일 수 있는 장점을 가진다. 발파암 계수의 3차원 분포로부터 대상 구역 전체의 발파암 TYPE을 분류할 수 있었으며, 각 TYPE별 최적 발파 패턴을 설계할 수 있었다. 또한, 지반고별 발파암 계수의 분포에 대한 정량적 정보를 제공함으로써 각 공정단계별 비용을 추산하여 공정계획을 세우는데 도움이 될 수 있다.

평면이방성 암반에서 선하중에 의한 응력분포 특성 (Stress Distribution Under Line Load in Transversely Isotropic Rock Mass)

  • 이연규
    • 터널과지하공간
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    • 제15권4호
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    • pp.288-295
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    • 2005
  • 암반은 여러 가지 지질학적 요인에 기인한 역학적 결함을 많이 포함하고 있기 때문에 이방성 거동을 보이는 경우가 대부분이다. 그러므로 안정한 암반구조물이나 암반기초의 설계를 위해서는 이방성 암반에서 응력분포의 특성을 이해하는 것이 매우 중요하다. 이 연구에서는 반무한 평면이방성 지반의 표면에 선하중이 작용할 때 지반에 야기되는 탄성응력 분포의 특성을 고찰하였다. 절리의 강성과 절리의 간격, 경사각이 응력분포 형태에 미치는 영향이 검토되었다. 절리면의 미끄러짐 조건으로 Mohr-Coulomb 식을 가정할 경우, 절리면을 통한 미끄러짐이 발생할 수 있는 영역에 대한 고찰도 수행되었다.

Impact of rock microstructures on failure processes - Numerical study based on DIP technique

  • Yu, Qinglei;Zhu, Wancheng;Tang, Chun'an;Yang, Tianhong
    • Geomechanics and Engineering
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    • 제7권4호
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    • pp.375-401
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    • 2014
  • It is generally accepted that material heterogeneity has a great influence on the deformation, strength, damage and failure modes of rock. This paper presents numerical simulation on rock failure process based on the characterization of rock heterogeneity by using a digital image processing (DIP) technique. The actual heterogeneity of rock at mesoscopic scale (characterized as minerals) is retrieved by using a vectorization transformation method based on the digital image of rock surface, and it is imported into a well-established numerical code Rock Failure Process Analysis (RFPA), in order to examine the effect of rock heterogeneity on the rock failure process. In this regard, the numerical model of rock could be built based on the actual characterization of the heterogeneity of rock at the meso-scale. Then, the images of granite are taken as an example to illustrate the implementation of DIP technique in simulating the rock failure process. Three numerical examples are presented to demonstrate the impact of actual rock heterogeneity due to spatial distribution of constituent mineral grains (e.g., feldspar, quartz and mica) on the macro-scale mechanical response, and the associated rock failure mechanism at the meso-scale level is clarified. The numerical results indicate that the shape and distribution of constituent mineral grains have a pronounced impact on stress distribution and concentration, which may further control the failure process of granite. The proposed method provides an efficient tool for studying the mechanical behaviors of heterogeneous rock and rock-like materials whose failure processes are strongly influenced by material heterogeneity.

암반 사면의 파괴 예측을 위한 불연속면 분포 특성 분석 (Analysis of Discontinuity Distribution Property to Predict Rock Slope Failure)

  • 윤운상;김정환;배기훈
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 가을 학술발표회 논문집
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    • pp.147-152
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    • 1999
  • Distribution of fracture system is an important factor to analyse instability of jointed rock slope. In the most case of rock slopes, joint distribution properties are related to potential, shape, size and locality of slope failure. The purpose of this paper is to present an application of fracture characterization related to rock slope failure. Fracture data used in this study are collected by scanline survey. Two aspects of fracture characterization for rock slope are handled in this study First, In order to determine the potential and shape of slope failure, trace length of joints is considered as the weighting factor about collected orientation data. Second, Relationship between trace length and spacing is analysed to estimate failure location and size. The distribution of fracture system is directly influenced on wedge failure. It is effective to analyse the orientation of fractures by using weighting factors associated with the trace length of fractures rather than to analyse only that of fractures. It gives a conclusion that the wedge failure occurred along the peak of fracture density(or intensity) cycles.

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Cluster and information entropy analysis of acoustic emission during rock failure process

  • Zhang, Zhenghu;Hu, Lihua;Liu, Tiexin;Zheng, Hongchun;Tang, Chun'an
    • Geomechanics and Engineering
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    • 제25권2호
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    • pp.135-142
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    • 2021
  • This study provided a new research perspective for processing and analyzing AE data to evaluate rock failure. Cluster method and information entropy theory were introduced to investigate temporal and spatial correlation of acoustic emission (AE) events during the rock failure process. Laboratory experiments of granite subjected to compression were carried out, accompanied by real-time acoustic emission monitoring. The cumulative length and dip angle curves of single links were fitted by different distribution models and distribution functions of link length and directionality were determined. Spatial scale and directionality of AE event distribution, which are characterized by two parameters, i.e., spatial correlation length and spatial correlation directionality, were studied with the normalized applied stress. The entropies of link length and link directionality were also discussed. The results show that the distribution of accumulative link length and directionality obeys Weibull distribution. Spatial correlation length shows an upward trend preceding rock failure, while there are no remarkable upward or downward trends in spatial correlation directionality. There are obvious downward trends in entropies of link length and directionality. This research could enrich mathematical methods for processing AE data and facilitate the early-warning of rock failure-related geological disasters.

정적 인발하중을 받는 암반 앵커의 거동;텐던-그라우트 경계면의 전단응력 분포 (Rock Anchors Subjected to Static Uplift Loads ; Shear Stress Distribution of Tendon-Grout Interface)

  • 임경필;조남준;황성일
    • 한국지반공학회논문집
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    • 제15권6호
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    • pp.143-154
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    • 1999
  • 본 연구에서는 암반 앵커의 텐던-그라우트 경계면의 하중전달기구(load transfer mechanism)를 규명하기 위하여 암질이 강한 자연 화강암과 콘크리트로 제작된 모형 암반에 시공된 모형 암반 앵커에 대한 정적 인발험(static uplift test)을 수행하였다. 불연속면이 텐던-그라우트의 전단응력 분포에 미치는 영향을 밝히기 위하여 수평한 절리면을 갖고 있는 모형암반도 제작되었다. 실험 결과 불연속면이 없는 암반에 시공된 암반 앵커의 경우 앵커 상단에 심한 응력 집중이 발생함을 알 수 있었고 불연속면이 증가할수록 깊이에 따라 균일한 전단응력 분포를 나타냈다. 또한, 실험결과에 대한 회귀분석을 통하여 텐던-그라우트 경계면의 전단응력 분포에 관한 경험식을 산정하였으며, 실험에 의한 전단응력 분포는 텐던 직경의 2~3배 깊이에서는 이론에 의한 전단응력 분포 보다 작게 나타나고 그 이하에서는 반대 현상을 관찰할 수 있었다.

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Microsatellite marker distribution pattern in rock bream iridovirus (RBIV) infected rock bream, Oplegnathus fasciatus

  • Jung, Myung-Hwa;Jung, Sung-Ju
    • 한국어병학회지
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    • 제34권1호
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    • pp.9-15
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    • 2021
  • Rock bream (Oplegnathus fasciatus) is a highly valued aquaculture species in Korea. However, the aquaculture industry suffers huge economic losses due to rock bream iridovirus (RBIV) infection in summer. The objective of this study was to determine genetic diversity and relationships of DNAs isolated from two groups of rock bream after RBIV infection using five microsatellite (MS) markers. The first group of fish died early and the second group of fish died later after RBIV infection. In this experiment, 90 fish (5.1±1.0 cm and 4.1±1.3 g) were injected with 50 μl of RBIV (104 TCID50/ml) and maintained at 26℃ for 15 days. Genomic DNAs were extracted from fins of 20 fish that died earlier or later after RBIV infection. These DNAs were subjected to genotyping using five MS markers (CA-03, CA3-05, CA3-06, CA-10, and CA3-36). Of these markers, CA3-05 (early death group), CA3-06 (late death group), and CA3-36 (both early and late death groups) showed different alleles distribution rates. In-depth studies are needed to provide valuable information for selecting RBIV-resistant fish. In conclusion, microsatellite marker distribution pattern differences between early- and late- death groups of rock bream after RBIV infection showing different RBIV susceptibilities were determined using MS markers and genotyping. Results of this study suggest that MS markers could be used to facilitate the selection of RBIV resistant rock bream.