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1.
进行有限应变测量是构造地质学的一项重要任务,而如何通过平面二维应变计算三维应变椭球就成为有限应变测量中的一个重要问题．现行的由任意三个互不平行的平面上进行计算三维应变椭球需要首先要进行相容性和误差调整,造成了计算过程的复杂性。本文在前人工作的基础上,利用数学方法,将相容性调整和应变椭球系数的计算合二为一,从而简化三维应变的计算。 相似文献
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岩石的磁性组构及其在岩石变形分析中的应用 总被引：17，自引：0，他引：17
文本总结了对采自巴彦乌拉山韧性剪切带的部分标本进行岩石组构数据测定的分析结果,并将其与用常规应变分析方法所得结果予以比较,表明了岩石磁化率各向异性椭球体能够反映总的应变椭球体,证明岩石磁化率各向异性技术做为一种岩石组构因素的研究是有发展前景的。岩石磁性组构资料可应用于变形岩石的应变分析,特别是在通常的岩石组构分析技术太费时间和粗糙的情况下更显示了其优越性。 相似文献
3.
本文给出的一系列方程，可用于根据测得的应变轴比率和轴的方位，计算应变椭球体和径向应变，这一方法的基础，在于蕴含最有构造和运动信息意义的横剖面和裂面和取的应变资料，方程还可用于计算“刺线”轨迹，从而合理地恢复平衡剖面中的切变单元。 相似文献
4.
望儿山金矿带中广泛发育变形石英颗粒。经三维有限应变分析表明,望儿山断裂曾经历过强烈的挤压作用,金矿体定位于断裂带的扩容空间,矿体附近付林参数普遍表现为拉伸型。构造岩有限应变椭球体拉伸轴,主要集中于ＮＥ－ＳＷ向,含矿热液在区域应力及岩浆热动力作用下,沿望儿山断裂带运移。成矿过程中,体系是开放的。 相似文献
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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
6.
胶东望儿山金矿带有限应变分析及其意义 总被引：2，自引：0，他引：2
望儿山金矿带中广泛发育变形石英颗粒。经三维有限应变分析表明,望儿山断裂曾经历过强烈的挤压作用,金矿体定位于断裂带的扩容空间,矿体附近付林参数普遍表现为拉伸型。构造岩有限应变椭球体拉伸轴,主要集中于ＮＥ—ＳＷ向,含矿热液在区域应力及岩浆热动力作用下,沿望儿山断裂带运移。成矿过程中,体系是开放的。 相似文献
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纵弯叠加褶皱地区岩石有限应变特征：以川东北地区典型叠加褶皱为例 总被引：6，自引：0，他引：6
纵弯叠加褶皱地区岩石有限应变特征是所受历次变形的综合结果.远离叠加区应变型式的伸长方向与褶皱轴向一致而缩短方向与褶皱轴垂直,叠加区应变型式不规则,且应变椭球伸长量和缩短量之差值较小. 相似文献
9.
张勤 《西安地质学院学报》1995,17(4):72-82
本文借助于弹性力学应变分析理论，提出ＧＰＳ网应变强度分析法，建立了对应于椭球微分坐标系的“位移－应变”数学模型，分析了ＧＰＳ模拟网应变强度的分布情况，得出一些有益的结论。 相似文献
10.
杨新岳 《大地构造与成矿学》1993,17(1):82-92
本文运用 Apple Macitonsh 计算机对无应变的均匀离散点分布进行系列平面应变模拟,应变叠加模式分别采用具普遍意义的成岩压实+顺层缩短(LPS)+压溶作用和成岩压实+简单剪切+压溶作用。对各应变阶段的变形点分布进行相应的 Fry 法应变测量,并配合低变形砂岩样品的 Fry 法应变分析实例.证实 Fry 法应变测量方法为一非常有用的应变测量方法,其结果不仅能较好地揭示全岩总应变特征,而且能揭示出许多应变叠加的信息,Fry 法揭示的全岩有限应变椭球主面的方位也较为真实可靠。而 Fry 法运用于应变分布不均匀的劈理化岩石中时,能揭示不同变形域的应变特征,从而达到应变分解的目的。 相似文献
11.
有限应变测量是韧性变形定量估算的主要手段。Fry法有限应变测量以变形颗粒,如变形砾石、鲕粒、近等轴矿物等为应变标志体,地质实践中较容易获得,是岩石有限应变测量的最普遍手段。其传统测量过程极为繁琐,难以满足大范围应变测量的要求,数据精度也较低,限制了Fry法的应用。前人曾根据Fry法原理设计了计算机程序,但其程序相关编程语言如今已基本不能使用。本研究基于目前地质上较普遍使用的制图软件CorelDRAW平台的VBA编程,设计出一个基于CorelDRAW平台的Fry法应变测量宏程序FRY-1。在新图层上将所有变形颗粒的中心点标出后,运行FRY-1宏程序即可快速得到精确的Fry图解,并计算出相对精确的R值。通过实例与“最邻近心对心法”的测量结果进行的对比,证明该方法简便易操作,并可大幅提高有限应变测量的效率和有效减小误差。 相似文献
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有限应变测量的关键原理——摩尔圆 总被引：1，自引：0，他引：1
20世纪60年代,在板块理论建立的同时,对变形岩石和矿田构造作定量分析以替代定性分析的有限应变测量方法也建立了起来。定量分析的主要标志是将摩尔圆方法从力学引入到地质学,同时也引入矿田构造分析中,并且得到改进与发展。有限应变摩尔圆为分析岩石大变形而建立,极摩尔圆随后为分析广布于野外岩石中的一般剪切变形而建立。我国著名学者李四光在此之前将应力摩尔圆和库仑准则从力学领域介绍到构造地质学,尔后一些中国学者为改进和发展极摩尔圆方法作出了自己的贡献。本文以浅显的方式解释摩尔圆的基本概念和作图方法,附带做些练习和解答。 相似文献
14.
Evaluation of Methods for Determining Crack Initiation in Compression Tests on Low-Porosity Rocks 总被引：7，自引：6，他引：1
Laboratory testing of rocks is traditionally carried out to determine the peak strength using the ISRM Suggested Methods or other suitable standards. However, it is well known that in low-porosity crystalline rocks there are at least three distinct stages of compressive loading that can be readily identified if the stress–strain response is monitored during the loading process: (1) crack initiation, (2) unstable crack growth, i.e., crack coalescence and (3) peak strength. Crack initiation is noted as the first stage of stress-induced damage in low-porosity rocks, yet the suggested guidelines of the ISRM for compression tests make no mention of crack initiation. In addition, recent research suggests that crack initiation can be used as an estimate for the in situ spalling strength, commonly observed around underground excavations in massive to moderately jointed brittle rocks. Various methods have been proposed for identifying crack initiation in laboratory tests. These methods are evaluated using ten samples of ?sp? Diorite and the results are compared with a simplified method, lateral strain response. Statistically, all methods give acceptable crack-initiation values. It is proposed that the ISRM Suggested Methods be revised to include procedures suitable for establishing the crack-initiation stress. 相似文献
15.
为了保障岩土工程结构能长期正常使用,需要对其蠕变变形进行分析。“时步-初应变”法是一种常用的计算岩石蠕变的方法。数值流形方法是一种新兴的数值计算方法,常用于计算节理岩体的变形,但尚未被试用于计算蠕变变形。在原数值流形方法的程序中增加了基于“时步-初应变”法的计算模块,通过对广义开尔文模型进行的模拟,显示新程序可以正确反映岩石的黏弹性蠕变趋势,并能够计算包含节理的岩体的蠕变变形,改进后的数值流形方法不但能够模拟岩石的线弹性变形,而且可以模拟岩石的黏弹性蠕变,比原流形方法更能全面地模拟岩石的变形,扩展了数值流形方法在岩土工程中的使用范围。 相似文献
16.
S. Mazzoli 《International Journal of Earth Sciences》1995,84(4):781-793
Analysis of strain in Jurassic argillites forming part of the folded and thrusted sedimentary succession of the Lagonegro basin (southern Italian Apennines) has been carried out using ellipsoid-shaped reduction spots as strain markers. Most of the determined finite strain ellipsoids are of oblate type and show a peculiar distribution of the maximum extension direction (X), with maxima either subparallel or subperpendicular to the local fold axes. Using the strain matrix method, two different deformation histories have been considered to assist the interpretation of the observed finite strain pattern. A first deformation history involved vertical compaction followed by horizontal shortening (occurring by a combination of true tectonic strain and volume loss), whereby all strain is coaxial and there is no change in the intermediate axis of the strain ellipsoid. By this type of deformation sequence, which produces a deformation path where total strain moves from the oblate to the prolate strain field and back to the oblate field, prolate strain ellipsoids can be generated and may be recorded where tectonic deformation has not been large enough to reverse pretectonic compaction. This type of deformation history may be of local importance within the study area (i.e. it may characterize some fold hinge regions) and, more generally, is probably of limited occurrence in deformed pelitic rocks. A second deformation sequence considered the superposition of pre-tectonic compaction and tectonic strain consisting of initial layer-parallel shortening followed by layer-parallel shear (related to flexural folding). Also in this instance, volume change during tectonic deformation and tectonic plane strain have been assumed. For geologically reasonable amounts of volume loss due to compaction and of initial layer-parallel shortening, this type of deformation history is capable of producing a deformation path entirely lying within the oblate strain field, but still characterized by a changeover, during deformation, of the maximum extension axis (X) from a position parallel to the fold axis to one perpendicular to it. This type of deformation sequence may explain the main strain features observed in the study area, where most of the measured finite strain ellipsoids, determined from the limb regions of flexural folds, display an oblate shape, irrespective of the orientation of their maximum extension direction (X) with respect to the local structural trends. More generally, this type of deformation history provides a mechanism to account for the predominance of oblate strains in deformed pelitic rocks. 相似文献
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Deformed conglomerates and ooidal/oncoidal packstones are commonly used to evaluate finite strain in deformed sedimentary successions. In order to obtain a correct estimate of finite strain, it is necessary to consider not only the different behaviour of matrix and objects, but also object concentration. The analysis of two-component rocks characterised by high values of packing commonly results in a substantial underestimate of bulk strain and of viscosity contrast between objects and matrix. In this study, the effects of the volumetric fraction of competent inclusions on both object and bulk measured finite strain, as well as on apparent viscosity contrast, have been investigated in naturally deformed packstones characterised by variable object concentration on the scale of the hand specimen (and hence for homogenous viscosity contrast). Object finite strain has been obtained by Rf/ analysis, whereas the Fry method provides a measure of whole-rock strain that is also a function of inclusion concentration. Therefore, the finite strain measured by the Fry method is better termed effective bulk strain. In order to investigate the role of object concentration, this parameter has been plotted against object and effective bulk strain, and also against viscosity contrast. These diagrams show that: (i) for high values of packing, measured object and effective bulk strain show values that are significantly lower with respect to the calculated maximum value (that would result in the ideal case of no particle interaction and represents therefore the real bulk strain of the samples); (ii) the viscosity contrast shows lower values with respect to the calculated maximum one (that is equal for the three principal sections of the finite strain ellipsoid), and as packing reaches the maximum value, the viscosity contrast approaches a unit value. Empirical equations have also been found that link object concentration with both object and effective bulk finite strain. 相似文献
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A variety of methods devised in the last twelve years for measuring two-dimensional strain ratios have been applied to the same deformed oolitic limestone from southwest Dyfed. Their relative merits are discussed. A graphical method for studying relative locations of marker objects is described and its application to a variety of rocks illustrated. It is shown to have theoretical and practical advantages, while giving values of two-dimensional strain ratios comparable with those of other methods. 相似文献
19.
JosSelles Martinez 《Tectonophysics》1986,131(3-4)
A graphical method to determine the finite strain ellipse from deformed polygons of similar size is presented. This technique has been developed on sections normal to columnar joints of igneous rocks, but it can also be applied to any feature in which the corresponding unstrained polygons have their vertices located on a circumscribed circle. 相似文献
20.
David J. Sanderson 《Mathematical Geology》1977,9(5):483-496
Arrays or rosettes of lines along which the extension or relative extension can be determined constitute finite strain gauge rosettes. Expressions for the principal strains and their orientation in terms of three nonparallel gauge extensions can be established in a suitable form for algebraic evaluation, thus replacing graphical methods based on Mohr construction. Three types of strain rosette problems, including one which utilizes angles, are particularly relevant to the study of deformed rocks. These, together with their relation to grid methods, are discussed and simple examples of their use given. Finally, an approach to the problem of finding best-fitting solutions to overdetermined regular strain rosettes is discussed. 相似文献