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Discrete element method modeling of inherently anisotropic rocks under uniaxial compression loading
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A new numerical approach is proposed in this study to model the mechanical behaviors of inherently anisotropic rocks in which the rock matrix is represented as bonded particle model, and the intrinsic anisotropy is imposed by replacing any parallel bonds dipping within a certain angle range with smooth‐joint contacts. A series of numerical models with β = 0°, 15°, 30°, 45°, 60°, 75°, and 90° are constructed and tested (β is defined as the angle between the normal of weak layers and the maximum principal stress direction). The effect of smooth‐joint parameters on the uniaxial compression strength and Young's modulus is investigated systematically. The simulation results reveal that the normal strength of smooth‐joint mainly affects the behaviors at high anisotropy angles (β > 45°), while the shear strength plays an important role at medium anisotropy angles (30°–75°). The normal stiffness controls the mechanical behaviors at low anisotropy angles. The angle range of parallel bonds being replaced plays an important role on defining the degree of anisotropy. Step‐by‐step procedures for the calibration of micro parameters are recommended. The numerical model is calibrated to reproduce the behaviors of different anisotropic rocks. Detailed analyses are conducted to investigate the brittle failure process by looking at stress‐strain behaviors, increment of micro cracks, initiation and propagation of fractures. Most of these responses agree well with previous experimental findings and can provide new insights into the micro mechanisms related to the anisotropic deformation and failure behaviors. The numerical approach is then applied to simulate the stress‐induced borehole breakouts in anisotropic rock formations at reduced scale. The effect of rock anisotropy and stress anisotropy can be captured. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
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Dynamics of Saxothuringian subduction channel/wedge constrained by phase‐equilibria modelling and micro‐fabric analysis
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S. Collett P. Štípská V. Kusbach K. Schulmann G. Marciniak 《Journal of Metamorphic Geology》2017,35(3):253-280
Subduction and exhumation dynamics can be investigated through analysis of metamorphic and deformational evolution of associated high‐grade rocks. The Erzgebirge anticline, which forms at the boundary between the Saxothuringian and Teplá‐Barrandian domains of the Bohemian Massif, provides a useful study area for these processes owing to the occurrence of numerous meta‐basites preserving eclogite facies assemblages, and coesite and diamond bearing quartzofeldspathic lithologies indicating subduction to deep mantle depths. The prograde and retrograde evolution of meta‐basite from the Czech portion of the Erzgebirge anticline has been constrained through a combination of thermodynamic modelling and conventional thermobarometry. Garnet growth zoning indicates that the rocks underwent burial and heating to peak conditions of 2.6 GPa and at least 615 °C. Initial exhumation occurred with concurrent cooling and decompression resulting in the growth of amphibole and zoisite poikiloblasts overgrowing and including the eclogite facies assemblage. The development of clinopyroxene–plagioclase–amphibole symplectites after omphacite and Al‐rich rims on matrix amphibole indicate later heating at the base of the lower crust. Omphacite microstructures, in particular grain size analysis and lattice‐preferred orientations, indicate that the prograde evolution was characterized by a constrictional strain geometry transitioning into plane strain and oblate fabrics during exhumation. The initial constrictional strain pattern is interpreted as being controlled by competing slab pull and crustal buoyancy forces leading to necking of the subducting slab. The transition to plane strain and flattening geometries represents transfer of material from the subducting lithosphere into a subduction channel, break‐off of the dense slab and rebound of the buoyant crustal material. 相似文献
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Methane hydrate (MH, also called fiery ice) exists in forms of pore filling, cementing and load-bearing skeleton in the methane hydrate bearing sediment (MHBS) and affects its mechanical behavior greatly. To study the changes of macro-scale and micro-scale mechanical behaviors of MHBS during exploitation by thermal recovery and depressurization methods, a novel 2D thermo-hydro-mechanical bonded contact model was proposed and implemented into a platform of distinct element method (DEM), PFC2D. MHBS samples were first biaxially compressed to different deviator stress levels to model different in-situ stress conditions. With the deviator stress maintained at constant, the temperature was then raised to simulate the thermal recovery process or the pore water pressure (i.e. confining pressure for MH bond) was decreased to simulate the depressurization process. DEM simulation results showed that: during exploitation, the axial strain increased with the increase of temperature (in the thermal recovery method) or decrease of pore water pressure (in the depressurization method); sample collapsed during MH dissociation if the deviator stress applied was larger than the compression strength of a pure host sand sample; sample experienced volume contraction but its void ratio was slightly larger than the pure host sand sample at the same axial strain throughout the test. By comparison with the laboratory test results, the new model was validated to be capable of reproducing the exploitation process by thermal recovery and depressurization methods. In addition, some micro-scale parameters, such as contact distribution, bond distribution, and averaged pure rotation rate, were also analyzed to investigate their relationships with the macroscopic responses. 相似文献
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“现代摄影测量实习”是中国地质大学(北京)土地科学技术学院测绘工程专业的重要实习课程,直接关系到学生的测绘技能培养。本文以笔者的教学实践为基础,从教学内容、教学方法、实践过程等方面探讨“现代摄影测量实习”实践中的教学改革问题,以帮助测绘工程专业学生获得良好的现代摄影测量技能,提高其就业与科研核心竞争力。 相似文献
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秦皇岛近岸海域潮间带砂质沉积物中微塑料和重金属污染特征 总被引:1,自引:0,他引:1
基于密度分离原理,利用饱和NaCl溶液对秦皇岛近岸海域潮间带砂质沉积物中的微塑料进行了浮选和分离提取,采用显微红外光谱方法分析附着在滤膜上的微塑料颗粒形貌和材质。结合扫描电子显微镜?能谱仪(Scanning Electron Microscopy Energy Dispersive Spectrometer,SEM-EDS)对微塑料样品进行微观形貌观察及微区成分的分析。并采用地累积指数(Geo Accumulation Indexes,Igeo)和富集系数(Enrichment Factors,EF)分析砂质沉积物中重金属Hg、Cd和Pb污染水平和富集特点。分析砂质沉积物中烧失量(Loss on Ignition,LOI)、总有机碳(Total Organic Carbon,TOC)、总氮(Total Nitrogen,TN)以及碳氮的稳定同位素组成(δ13C和δ15N),探讨有机质的可能来源。结果表明:秦皇岛近岸海域潮间带砂质沉积物中有纤维类、发泡类、薄膜类3种微塑料,以纤维类的微塑料为主。微塑料表层富集有Si、Al、Mg、Fe和Ca等元素。沉积物中Hg和Cd富集水平较高,Pb富集水平较低。沉积物TOC和TN含量较低,LOI为TOC的1.6倍,δ13C、δ15N和TOC/TN的数值范围均显示有机质以海洋浮游植物藻类等海源为主。 相似文献
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无人机低空摄影测量技术在应对各类地质灾害方面有着明显优势。本文以安康市白河县茅坪镇山体滑坡灾害为例,介绍了灾害应急中两大无人机系统以及IBIS微形变监测设备所发挥的巨大作用,阐述了无人机飞行设计、现场快速影像处理技术、灾区三维模型构建技术以及潜在危险区域形变量实时监测,并通过获取的数据成果对灾情进行了分析。 相似文献