共查询到20条相似文献，搜索用时 797 毫秒
1.
Deformation bands are described in detail for the first time in carbonate rock from the subsurface and in chalk from the North Sea. The samples are from 2200 to 2300 m below sea level, in upper Maastrichtian to Danian chalk in the Oseberg Field. The deformation bands were investigated using thin-section analysis, SEM and computed tomography (CT). There is a reduction in porosity from 30 to 40% in the matrix to ca. 10% or less inside the deformation bands. They have apparent thicknesses ranging from less than 0.05–0.5 mm and have previously often been referred to as hairline fractures. Their narrowness is probably the reason why these features have not previously been recognised as deformation bands. The deformation bands in chalk are very thin compared to deformation bands in sandstone and carbonate grainstones which have mm to cm widths. This is suggested to be due to the fine grain size of the chalk matrix (2–10 μm), and it appears to be a positive correlation between grain-size and width of deformation bands. The deformation bands are suggested to have been formed as compactional shear bands during mechanical compaction, and also related to faulting. 相似文献
2.
The analysis of three cataclastic band sets from Provence (France) reveals that the band density, their conjugate angles, their ratio of shear displacement to compaction, and the amount of cataclasis within the bands differ and can be expressed as functions of tectonic setting and petrophysical properties. We identify (1) a dense and closely spaced network of shear-enhanced (reverse) compaction bands; (2) a regularly spaced less dense network of reverse compactional shear bands; and (3) a localized network of normal shear bands. The field data show that strain localization is favored in an extensional regime and is characterized by shear bands with a large shear to compaction ratio and a small conjugate band angle. In contrast, distributed strain is favored in a contractional regime and is characterized by compactional bands with a low ratio of shear to compaction and a large conjugate band angle. To explain the mechanical origin of this strain localization, we quantify the yield strength and the stress evolution in extensional and contractional regimes in a frictional porous granular material. We propose a model of strain localization in porous sands as a function of tectonic stresses, burial depth, material properties, strain hardening and fluid pressure. Our model suggests that stress reduction, inherent to extensional regime, favors strain localization as shear bands, whereas stress increase during contraction favors development of compactional bands. 相似文献
3.
断裂在纯净砂岩中的变形机制及断裂带内部结构 总被引：1，自引：0，他引：1
以纯净砂岩为对象,考虑了影响断裂变形的主要因素,包括成岩阶段、孔隙度、温度和围压,系统剖析了不同性质砂岩的断裂变形机制、微构造特征及形成断裂带的内部结构,对研究砂岩内断裂封闭性具有重要的指导意义。研究表明：纯净的砂岩在未固结-半固结成岩阶段发生断裂,变形机制为颗粒边界摩擦滑动,导致颗粒旋转和滚动,即为颗粒流,形成的微构造为解聚带,孔渗性同母岩比没有明显降低,断裂带尽管具有断层核和破碎带二分结构,但渗透率比母岩高,为流体垂向运移的通道;在固结成岩阶段（孔隙度大于15%）发生断裂,变形机制为碎裂作用,颗粒边界摩擦滑动导致颗粒旋转,即为碎裂流,形成的微构造为碎裂带,渗透率同母岩比一般降低1～3个数量级,形成侧向有一定封闭能力、垂向渗透的断裂带;固结阶段（孔隙度小于15%）发生断裂,开始由于破裂作用,形成断层角砾岩,伴随着碎裂流发生,形成碎裂岩,因此早期形成高渗透断裂带,后期断层逐渐封闭。固结成岩的砂岩在抬升过程发生断裂,变形机制为破裂作用,形成无内聚力的角砾岩,为高渗透断裂带。在不同成岩阶段发生变形,形成多类型变形构造的叠加,对于一条晚期形成的断层而言,由于不同深度变形机制及微构造类型不同,导致油气选择性充注,碎裂带和压溶胶结碎裂带阻止油气向高孔隙度砂岩中充注,解聚带会成为油气运移的通道,裂缝有利于油气优先充注。因此,高孔隙性砂岩中孔隙度较低的储集层由于碎裂带不发育常常含油气性最好,而低孔隙性砂岩由于裂缝产生含油气性较好。 相似文献
4.
The Lower Cretaceous Twyfelfontein sandstone formation in the Huab Basin in NW Namibia shows the effects of volcanic activity on a potential reservoir rock. The formation was covered by the Paraná-Etendeka Large Igneous Province shortly before or during the onset of South-Atlantic rifting. Deformation bands found in the sandstone trend mostly parallel to the continental passive margin and must have formed during the extrusion of the overlying volcanic rocks, indicating that their formation is related to South-Atlantic rifting. 2D-image porosity analysis of deformation bands reveals significant porosity reduction from host rock to band of up to 70%. Cementation of the sandstone, linked to advective hydrothermal flow during volcanic activity, contributes an equal amount to porosity reduction from host rock to band when compared to initial grain crushing. Veins within the basaltic cover provide evidence for hot fluid percolation, indicated by spallation of wall rock and colloform quartz growth, and for a later low-temperature fluid circulation at low pressures indicated by stilbite growth sealing cavities. Sandstone samples and veins in the overlying volcanic rocks show that diagenesis of the Twyfelfontein sandstone is linked to Atlantic rifting and was affected by both hydrothermal and low-thermal fluid circulation. 相似文献
5.
Arrays of closely-spaced (approximately <70 mm) sub-parallel cataclastic deformation bands are common structures in deformed, high-porosity (∼10–35%) sandstones. The distribution of strain onto many small-displacement deformation bands is thought by some to result from strain-hardening of the cataclasite within individual bands. Examination of both normal and strike-slip faults with displacements ≤7 m from southeastern Utah, USA, and the North Island of New Zealand suggests, however, that clusters of deformation bands systematically develop at fault geometric irregularities (e.g., fault bends, steps, relays, intersections and zones of normal drag). The strain-hardening model does not account for clustering of deformation bands at fault geometric irregularities or the associated widespread coalescence of bands, and is not unequivocally demonstrated by post-peak macroscopic mechanical responses in laboratory rock deformation experiments. A geometric model is proposed in which individual bands within clusters develop sequentially due to migration of incremental shear strains at fault geometric irregularities as part of a slip localisation, asperity removal and strain weakening process. The geometric model, which does not require strain hardening of the fault rock, applies for the duration of faulting and a range of rock types in the brittle upper crust. 相似文献
6.
在油气勘探过程中,对于小位移断层分隔油水封闭能力的控制因素研究尚浅,野外也难以获得不同变形过程的断层带结构及其渗透性变化规律.因此,以高孔隙度纯净砂岩人造岩心为研究对象,采用自主研发的“高压~低速环形剪切装置”开展实验,实验后样品取心分别进行覆压孔渗测试、纳米CT扫描、铸体薄片分析等分析测试.以有效正应力和断层位移为实验变量开展了多组环剪实验,其研究结果表明:宏观上断层面上可观察到明显擦痕与粉末状碎裂岩,微观上确定了断层带内碎裂作用导致的颗粒粒度降低与颗粒的定向排列是孔渗降低的主要原因,断层带渗透率小于10 mD,较母岩降低2~3个数量级.随着断层有效正应力或断层滑动位移增加,断层带碎裂程度增大且粒径和孔径减小,断层带厚度增大,孔隙度和渗透率逐渐减小.这一结果可为小位移断层侧向封闭能力与油气勘探领域的研究奠定理论基础. 相似文献
7.
The present study provides evidence that the NW-SE normal faults in Nubian Sandstone reservoirs (Malha and Naqus formations) are surrounded by damage zones in which the rocks are affected by cataclastic deformation bands and small scale faults. The paleostress analysis of the small faults indicates that σ3 has NE-SW direction while σ1 is sub-vertical. The thickness of the bands is ranging from 3 mm to 1 cm. The density and thickness of the bands increase toward the faults and decrease backward. The deformation bands form two prominent sets. The first set is running in the NW-SE direction parallel to the main faults and dip towards the northeast and southwest, i.e. synthetic and antithetic conjugate sets. The second set has NE-SW direction and dip mainly in the NW in the Malha Formation and in the SE in Naqus Formation. The two sets of deformation bands mutually crosscut each other, suggesting that both sets developed during the same deformation event. The deformation bands are planar features and occur singly or form braided clusters. The microscopic studies indicate that the host rock is mainly quartz arenite and composed of fine to very fine, well sorted quartz grains which weakly fractured and cemented by calcite. The microscopic studies of the bands indicate that they composed of strong grain crushing (cataclasis) and clay minerals. This composition is probably causes reduction of porosity and permeability within the deformation bands. The reservoir rocks in the damage zones of the normal faults are divided into polygonal areas by the deformation bands. 相似文献
8.
基于梯度塑性本构理论的岩样侧向变形分析(Ⅰ):基本理论及本构参数对侧向变形的影响 总被引：13，自引：5，他引：13
研究了岩样在单轴压缩条件下轴向应力．侧向或环向变形的全程曲线特征。基于考虑峰值剪切强度后微小结构之间相互影响和作用的梯度塑性理论，得到了由于剪切局部化而引起的侧向塑性变形。利用虎克定律描述了试件的弹性变形，得到了轴向应力．侧向变形全程曲线的解析解。在软化阶段，试件中部侧向变形及对靠近试件上端或下端部位的侧向变形并不相同。与轴向应力．应变曲线可能出现的回跳现象类似。试件中部轴向应力．侧向应变曲线也可能出现回跳现象。在应变软化阶段，与应力．侧向应变曲线相比，应力．环向应变曲线不容易发生回跳现象。若在试件内部出现多条剪切带，则应该以等效剪切带宽度替代本文中的剪切带宽度。随着剪切带倾角、内部长度参数的降低、剪切模量的增加及弹性模量的降低，轴向应力．侧向应变曲线越陡；甚至能出现弹性回跳。 相似文献
9.
10.
11.
The present paper is concerned with the study of the evolution of regular patterns of shear bands observed experimentally (cf. Milligan, 1974), and provides an extension of the previous work published by the same authors. The purpose of this paper is to present an improved version of a simple theoretical model, derived basically from a classical equilibrium of the Coulomb wedge. This model constitutes a modified version of an extension of the classical Coulomb wedge analysis by assuming that soil parameters are varying during the deformation process and the initial configuration at which limit equilibrium occurs evolves toward a new equilibrium configuration. The application of the model in the analysis of shear band pattern observed in dredged model tests on cantilever walls provided realistic simulation of consecutive shear band formation. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
12.
Theocharis Baxevanis Euripides Papamichos Olav Flornes Idar Larsen 《Acta Geotechnica》2006,1(2):123-135
The mechanical behavior and permeability of the Tuffeau de Maastricht calcarenite were studied. Compactions bands were found to form in the “transitional” regime between brittle faulting and cataclastic flow. In order to predict the formation of compaction bands, bifurcation analysis was applied on a model developed by Lade and Kim. The numerical results proved to be in good agreement with the experimental ones where the localization point was identified to be the onset of shear-enhanced compaction (a threshold in differential stress after which significant reduction of porosity is induced). Before the onset of shear-enhanced compaction, permeability was primarily controlled by the effective mean stress, independent of the deviatoric stresses. With the onset of shear-enhanced compaction, however, coupling of the deviatoric and hydrostatic stresses induced considerable permeability and porosity reduction. 相似文献
13.
构造层次是指在一定温度、压力条件下,由一定方式的构造力作用在岩石或岩石组合中形成一套特定的构造形迹群,不同类型、样式及组成的构造形迹群代表了不同温度、压力条件下构造变形产物。与此相应又有深部,中部及浅部层次的划分,以及居于其间的多个过渡类型。不同层次构造变形的代表性物质组成是变晶糜棱岩带（构造片麻岩带）、糜棱岩带,构造片岩和破裂岩等。据此提出深层次构造变形与变晶糜棱岩型金矿有关、中、深层次构造变莆 相似文献
14.
The microstructures of cm-scale displacement faults offsetting unlithified sequences of finely interbedded sands, silts and clays from outcrops in Denmark have been examined. A variety of shear band types are recognised based on their grain-scale deformation mechanism and internal structure. Shear bands in a Jurassic sequence exposed along the coastline of Bornholm are characterised by intense cataclasis of both sand and clay layers. This deformation mechanism is accompanied by extensive grain scale mixing along discrete shear bands to give a fault rock composition that reflects the relative amount of sand and clay within the faulted sequence. In contrast, shear bands at Nr. Lyngby and Jensgaard, both on the Jutland coast, are characterised by granular flow within the sand units. Grain scale mixing is subdued at these locations so that layers maintain their integrity across the shear band to form a layered internal structure of sand, silt and clay smears. In some instances, particularly at Nr. Lyngby, clays have deformed in a brittle manner so that they do not contribute material to the shear band, which is then comprised exclusively of coarser-grained components. The different deformation mechanisms and internal structures of shear bands are thought to be controlled by burial depth at the time of faulting. 相似文献
15.
16.
某水电站坝基挠曲破碎带工程力学特性试验研究 总被引：2，自引：0，他引：2
膝状挠曲破碎带是某水电站坝基的主要工程地质问题。破碎带岩性为完整性较差的碎裂、碎屑软弱砂岩,并呈现孔隙式胶结接触,其工程力学特性对坝基变形和稳定存在巨大影响。基于破碎带砂岩组织结构疏松、含水率较高、物理力学性能较差等特点,首先开展了基本物理特性试验分析,认为岩石微细观结构复杂、渗透特性较好,属小孔隙率砂岩。其次,开展了室内常规和现场力学特性试验研究;最后,在宏观力学参数确定的基础上,探讨了破碎带对工程作用的响应及影响。结果表明,破碎带岩石内部结构破坏严重,矿物成分主要为石英、长石、绢云母等,化学成分以SiO2为主,但化学侵蚀并不显著。常规剪切曲线呈现出明显的4阶段特征,三轴压缩试验破坏机制为塑性剪切破坏,表现出强度低、延性扩容明显、出现屈服平台等特征,且碎裂岩强度略高于碎屑岩;现场试验表明岩体变形均匀,变形模量较低,处于60～630 MPa;地基承载力处于0.8～2.3 MPa。研究成果对该水电站坝基工程有重要的参考价值。 相似文献
17.
Three main sets of deformation bands are identified in the Lower Pleistocene carbonate grainstones of Favignana Island (Italy). A bedding-parallel set is interpreted to contain compaction bands, based on the lack of evidence for shear. The other two sets are oriented at a high-angle to bedding, forming a conjugate pair comprised of compactive strike-slip shear bands. In this study, we focus on the compactive shear bands documenting their development, as well as analyzing their dimensional parameters and scaling relationships.Single compactive shear bands are thin, tabular zones with porosity less than the surrounding host rocks, and have thicknesses and displacements on the order of a few mm. The growth process for these structures involves localizing further deformation within zones of closely-spaced compactive shear bands and, possibly, along continuous slip surfaces within fault rocks overprinting older zones of bands. During growth, single bands, zones of bands and faults can interact and link, producing larger structures. The transitions from one growth step to another, which are controlled by changes in the deformation behavior (i.e. banding vs. faulting), are recorded by different values of the dimensional parameters for the structures (i.e. length, thickness and displacement). These transitions are also reflected by the ratios and distributions of the dimensional parameters. Considering the lesser porosity values of the structures with respect to the host rock, the results of this contribution could be helpful for mapping, assessing, and simulating carbonate grainstone reservoirs with similar structures. 相似文献
18.
19.
剪切带型金矿床成矿机理研究综述 总被引：1，自引：0，他引：1
剪切构造应变是剪切带型金矿床成矿的关键和核心，中－深部层次韧性剪切应变，矿物晶体发生位错、应变溶解及压溶作用，岩石出现质量亏损，导致Au元素活化析出，形成含Au动力变质热液。上部层次脆性剪切应变，岩石碎裂变形，出现构造扩容，有利于形成容矿空间。剪切构造应变将驱动含Au热液由中－深部向中－浅部运移。当含矿流体进入构造应力场转换（构造扩容）部位，构造环境压力降低，流体发生沸腾，或与大气水混合，Au随着硫化物与石英等吸性矿物的晶出而沉淀聚集成矿。 相似文献
20.
Ron C. K. Wong 《国际地质力学数值与分析法杂志》2001,25(2):131-153
Oil sands are dense granular materials with interlocked structure and clay shales are heavily overconsolidated clays. They are classified as structured soil or weak rock, exhibiting high peak strength with severe softening and dilation, particularly at low confining stress. The triaxial compression test results indicate that both materials yield linear Mohr–Coulomb envelopes with an apparent cohesion for peak and residual strengths. However, the strength components mobilized from these two materials are very different. This paper investigates if these strength parameters are intrinsic properties or responses derived in triaxial compression conditions. Computer tomography scanning technique is used to aid in examining the micro‐structural features of the sheared specimens such as shear banding pattern, shear band thickness, spatial porosity distributions inside and outside shear bands. These micro‐structural features are used to explain the macro‐deformation response observed in the triaxial compression tests. Mobilization of strength components derived from interlocked structure, cementation, dilation, rolling and critical state are analysed for pre‐, post‐peak softening and residual stages. It is found that the empirical correlation such as Mohr–Coulomb failure criterion based on triaxial compression test results does not necessarily reflect the intrinsic properties of the test materials. Testing conditions are embedded in the empirical correlation. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献