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1.
基于淮北矿区4个矿井共15块煤定向样品的镜质组反射率测试数据,在相容性调整的基础上,开展煤样镜质组反射率三维椭球体进行拟合。结合区域及采样地成煤后构造演化分析及煤样变形类型特征,深入研究煤镜质组反射率三维椭球体的方位和形状对应力、温度和变形结构的响应,并探讨其内在机理。结果显示:煤镜质组反射率三维椭球体最大—中间反射率所在平面的倾向多与区域应力来源方向相近,其原因可能归结于煤中芳香片层向垂直于岩石圈当中近水平构造应力和上覆地层压力的合力方向优势发育。垂直于挤压应力方向延伸的断层的干扰、煤变形程度和多期应力场的叠加效应是导致少数样品指示异常的主因。在多期应力场叠加影响区域,镜质组反射率定向会向后期应力方向发生不同程度偏转。但对于强变形构造煤,煤体颗粒间的移位旋转会削弱镜质组反射率重新定向偏转的程度,使其镜质组最大—中间反射率平面倾向主要指示前期应力来源方向。岩浆热异常是导致最大—中间反射率所在平面陡倾的主要因素之一。根据弗林参数,多数样品表现为扁椭球型,仅是煤正常演化的反映,而长椭球型则主要反映了岩浆热异常的的影响。 相似文献
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镜质组反射率各向异性分析技术及其在构造研究中的应用 总被引：7，自引：0，他引：7
煤对温度和压力十分敏感,镜质组反射率各向导性主要受煤化过程中应力条件的影响.反射率各向异性分析技术的应用,为煤田构造研究开辟了一条新途径.本文简要讨论了该技术的基本原理及其应用方面的最新进展,着重介绍了一套实用的工作方法. 相似文献
3.
利用MPV—COMPACT型显微光度计对峰峰矿区通二井田煤镜质组反射率进行较系统的测试,发现井田内煤 3个光轴体主轴互相垂直,最大反射率轴倾角多数集中在 68°～69°之间,倾伏向有 3个方向,即近 280°、近 90°和近 180°。测区内煤的镜质组反射率椭球体的变形特征属于拉长型应变和压扁型应变。该井田煤镜质组反射率椭球体有限应变特征分析结果表明在煤系地层中,煤的最大镜质组反射率的方位除与区域构造应力场的作用有关外,还与其所处的局部构造位置有关。在断层附近,反射率Romax和Romin的差值随着距断层的距离增加而减小,且在断层面的两盘发生突变。这一特征有助于煤矿井下构造的预测。 相似文献
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镜质组反射率及其测定方法概述 总被引：1，自引：0，他引：1
本文在分析镜质组反射率指示面的基础上,综述了镜质组各种反射率的名称及其关系式。在实践中,根据煤样品的切面方向、入射光性质和测试方法的不同,可测得各种不同的镜质组反射率。作者根据现有材料概述了目前国内外所常用的和最近所提出的一些测定镜质组反射率的方法及其实用意义。 相似文献
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通过淮南煤田张集井田层滑构造的具体表现形式分析,对层滑构造进行了系统分类。根据层滑构造的表现形态分为揉皱型和断裂型两种基本类型,根据不同层滑构造的组合形态又可分为书斜式、垒堑式、阶梯状和"y"与反"y"字形等,并采用物理模拟方法对不同层滑构造类型进行了实验研究。运用镜质体的反射率各向异性恢复了矿区构造应力场,张集井田中生代以来至少受到两期构造应力场作用,NWW-SEE方向的拉伸是形成张集井田层滑构造的主要力学机制。 相似文献
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安徽淮北煤田推覆构造中煤镜质组反射率各向异性研究 总被引：11，自引：3，他引：11
安徽省淮北煤田推覆构造外来系统与原地系统中的煤镜质组反射率各向异性特征存在明显差异,反映不同的应力应变状态。外来系统中最小反射率的倾向由北北西转至北西西,代表推覆体前锋带的应力状态;反射率光率体以长球形椭球体为主,意味着推覆过程中伴随有侧向伸长变形。原地系统中最小反射率的倾向为南南西和南南东,保存了区域性南北向挤压的痕迹;反射率椭球体有限应变分析结果为压扁型应变。本文的实例表明,煤镜质组反射率各向异性分析技术是研究煤田推覆构造的一种可行手段。 相似文献
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根据实测的压力和镜质组反射率数据讨论了沉积盆地中镜质组反射率异常的物理化学环境.认为异常压力并不是导致镜质组反射率受到抑制的唯一原因;沉积盆地中有机质镜质组反射率异常的原因除与有机质本身的性质有关外,还与其所处的温度、压力等物理环境及其周围的流体性质、无机元素(矿物)的组成等化学因素密切相关.通过对钻井异常高压带和正常压力带剖面密集取样进行的微量元素与镜质组反射率分析表明,偏酸性、低盐度的流体介质有利于有机质镜质组反射率的增加;通过分析泥岩中的某些元素丰度与镜质组反射率的对应关系,初步确定钙、锰、锶、硼、钡、磷等元素对镜质组反射率的演化有抑制作用,而铁、钴、锌、镍、铷等元素对有机质的热演化具有催化作用.本研究对于有机质成熟校正、油气资源评价和利用成熟度古温标恢复盆地热历史都具有意义. 相似文献
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压力对镜质组反射率与烃类生成的影响 总被引：2，自引：0，他引：2
镜质组反射率是广泛使用的成熟度参数，长期以来人们普遍认为温度和时间是控制镜质组反射率的主要因素，而压力对反射率的影响人们知之甚少。本文综述了模拟实验地质实例中压力对镜质组反射率和烃类生成影响的不同观点，介绍了过压造成镜质组反射率延尺的两个动力学模型。 相似文献
10.
前言该法是在美籍华人学者丁大川等(1978)提出的测定镜质组最大反射率的两种方法(以45°角间距旋转物台测定法和以45。角间距旋转起偏镜测定法)基础上加以改进而试验成功的。它与丁氏法的不同之处,在于不是旋转物台或起偏镜,而是取下起偏镜,加入分析镜,以45°间距旋转分析镜测定镜质组的反射率。校正系数的求法和最大反射率的计 相似文献
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The mechanical behavior of natural clays is affected by their inherent anisotropy and metastable soil structure. A simple hierarchical model that considers initial anisotropy and destructuration was formulated within the framework of critical state soil mechanics. In the proposed model, stress sensitivity and a destructuration index were introduced to account for the degree of bonding and the rate of destructuration, respectively. An inclined yield surface was used to incorporate the effect of the initial anisotropy. The proposed model can be degenerated to the Modified Cam Clay model by setting the initial stress sensitivity equal to unity and using a horizontal yield surface. Reasonable agreement between the model simulations and the experimental results on a variety of stress paths demonstrated that the proposed model can capture well the deformation behavior of natural clay and reconstituted soil. The model was implemented into the finite element program for the numerical analysis of an embankment on soft clay improved with prefabricated vertical drains. The numerical predictions were compared with the field-measured data in terms of embankment settlement. Additionally, the numerical simulations were analyzed in terms of horizontal displacements, excess pore water pressure, mean effective stress and volumetric strain. All of the simulations and comparisons indicate the importance of considering the effects of plastic anisotropy, interparticle bonding and destructuration caused by loading beyond yield stress and field disturbance in analyzing the behavior of an embankment on natural soft clay. 相似文献
13.
Euripides Papamichos 《国际地质力学数值与分析法杂志》2010,34(6):581-603
Borehole failure under anisotropic stresses in a sandstone is analyze numerically for various borehole sizes using a nonlinear elastic–plastic constitutive model for a Cosserat continuum. Borehole failure is identified as macroscopic failure of the borehole through the development of shear bands and breakouts. The results compare well both qualitatively and quantitatively with experimental results from polyaxial tests on Red Wildmoor sandstone. They show that the hole size effect of the borehole failure strength is independent of the far‐field stress anisotropy and follows a ? power law of the hole size. A similar scale effect equation with a ? power law is proposed for the scale effect of the maximum plastic shear strain at failure. This equation can be useful for better predicting hole‐size‐dependent failure with standard codes based on classical continua. The effect of stress anisotropy on the borehole failure stress is found to be independent of the hole size. The failure stress decreases linearly to 40% as the stress anisotropy increases. However, the maximum plastic shear strain at failure is stress anisotropy independent and therefore the critical plastic shear strain for failure is only hole‐size dependent. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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In order to evaluate the influence of the initial plastic anisotropy in the excavation of a tunnel, a “bubble” bounding surface
model for structured soils, formulated by Kavvadas and Belokas (Proc. 10th IACMAG Conf., 2001), was implemented in the explicit
finite difference code FLAC. Two different initial stress (K
0) conditions were considered. The size and shape of the initial bounding surfaces were specified to be consistent with the
initial stress field. The distorted and rotated shape of the bounding surface, supported by experimental results, defines
the anisotropy of shear strength, which is shown to have a significant influence on the displacements. There is also considerable
sensitivity of the soil model to the initial stress field. 相似文献
15.
甘肃省关山隧道是一条受高地应力影响的大埋深硬脆性闪长岩铁路隧道,位于青藏高原东北缘,构造活跃,运动速率较大,且方向变化显著的六盘山挤压隆升构造区。在隧道开挖过程中围岩变形破坏现象明显,围岩等级低于前期岩体质量分级,表现出强烈的岩体质量劣化和各向异性。针对该问题,除了采用矿物成分和微结构分析寻找原因,还通过现场结构面统计分析对围岩质量劣化和各向异性进行描述,同时运用自行研发的钻孔电视进一步分析开挖前后一定时间间隔内围岩的渐进式变形和破坏。钻孔电视试验结果表明,尽管闪长岩作为一种硬脆性岩体,单轴抗压强度（UCS）高于现场地应力值,但其变形和破坏却普遍发生,开挖过程中新生裂隙迅速发育,原先在高地应力下闭合的裂隙也会重新张开和发展,围岩劣化,稳定性降低。为了进一步分析围岩的变形破坏过程,设计了变压力大小和方向的单轴抗压试验,试验中闪长岩的单轴压力值低于单轴抗压强度,试验结果与钻孔电视试验观测结果吻合,证明了在开挖引起的地应力剧烈变化条件下硬脆性闪长岩结构劣化,存在变形破坏的可能性。在大埋深高地应力条件下,除了岩体的各向异性,地应力的变化也是硬脆性围岩稳定性的重要考量因素。 相似文献
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The aim of the present work is to evaluate the stress direction and the tectonic trends of the study area using magnetic anisotropy and potential field data interpretations (Bouguer and aeromagnetic). The specific objective of the gravity and aeromagnetic interpretation is to establish the trend and depth of the structural configuration of the basement rocks. Horizontal gradient techniques could to delineate directions of deep sources and enabled tracing several faults, lineaments and tectonic boundaries of basement rocks. The trend analysis shows N40°?C50°W, N10°?C20°W and N10°?C20°E which may be related to the Gulf of Suez, Red Sea and Gulf of Aqaba stresses. However, Euler Deconvolution technique was applied using the aeromagnetic data to provide reliable information about penetrated source depth (100 m and ??10.0 km) and trends of the subsurface sources (principally in NW and NE directions). Moreover, representative 72 oriented rock samples have been collected from seven sites in the study area. The rock magnetic properties and magnetic anisotropy analysis have been determined for all the studied samples. The interpretation clearly defined magnetic lineation at all sites and anisotropy of magnetic susceptibility (AMS) parameters. The stress direction of the studied area has been evaluated using magnetic anisotropy and geophysical analysis. Generally the estimated geophysical data analysis (Bouguer and aeromagnetic) are well consistent with the AMS interpretations of this study. The results indicated that the directions of predominant faults and foliations are NW-SE (related to the Gulf of Suez and Red Sea rifting) which indicate that the main stress and tectonic trend is NE-SW, which is more predominant in southern Sinai region. Moreover, it is clear that, the studied area was affected also by less predominant sources trended in NE-SW direction, which related to the tectonic activity of Gulf of Aqaba. The least predominant is north 40°?C50° east that is probably due to the Syrian Arc system. Finally, our results are extremely coincided with the previous stress directions derived from geological, seismological and tectonic analysis in northern Red Sea rift, Gulf of Suez and Sinai regions. 相似文献
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This paper presents a micromechanics-based approach to investigate the effects of fabric anisotropy on the behavior of localized failure in granular materials. Based on a micromechanical analysis, the origin of deviatoric stress is decomposed into two components: contact force anisotropy and fabric anisotropy. Using a micro–macro approach, the back stress is interpreted as an contribution to the change of the fabric’s principal direction. The evolution of the back stress is deduced from the stress–fabric relationship and determined with reference to the deviation of the principal directions between the rate of the reduced stress tensor and the actual reduced stress tensor. With this micro–macro framework, a mixed (isotropic–kinematic) hardening model is developed based on the classical isotropic hardening theory. A laboratory simple shear test is first analyzed to validate the proposed model and illustrate the kinematic-hardening mechanism which is usually displayed under non-proportional loading. The analysis further focuses on the anisotropic aspect of localized failure. It has been discovered that the fabric anisotropy can play an important role in the occurrence of shear banding. An increasing degree of fabric anisotropy tends to delay the initiation of the strain localization and result in higher failure strength. The effects of fabric anisotropy have also been illustrated by comparing the theoretical predictions and measured results on the shear band inclination angle, shear strain level and dilatancy at bifurcation. 相似文献
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从土的各向异怀角度对土的可恢复剪胀现象进行了解释。基于各向异性情况下的土体弹性本构关系理论分析，认为土的可恢复剪胀现象可部分归因于土的各向异性引起的弹性剪胀。借助有关土体弹性参数实验结果，研究了应力诱导各迥异性对土体弹性剪胀的影响，结果表明：随土体应力诱导各向异性的增大，土体的弹性剪胀也增大。从土体弹性剪胀角度研究了土的卸荷体缩条件，认为土体卸荷体缩取决于加载应力路径的应力增量比，给出了土体出现卸荷体缩的区域。 相似文献
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SummaryThe Influence of Rock Anisotropy on Stress Measurements by Overcoring Techniques A medium is anisotropic if its properties vary with direction. This is the general characteristic of many rocks, for example, schists, slates, gneisses, phyllites and other metamorphic rocks. Bedded and regularly jointed rocks also display anisotropic behavior.This paper is concerned with the influence of rock anisotropy on in-situ stress measurements. It is limited, to stress measurements by overcoring techniques for which strains and displacements are recorded either on the walls of a pilot hole at the end of one or several boreholes or within instrumented solid or hollow inclusions perfectly bonded to the surface of the pilot hole. The rock is described as homogeneous, continuous, anisotropic and linearly elastic.The following questions are answered with special emphasis on rocks that can be classed as transversely isotropic or orthotropic: the number of independent measurements obtainable in a single borehole; the number of boreholes required to determine the in-situ stress field; the influence of rock anisotropy on these numbers; the influence of the anisotropy type and the error involved by neglecting rock anisotropy.With 5 Figures 相似文献
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