共查询到19条相似文献，搜索用时 296 毫秒
1.
磁组构成分析是利用岩石磁化率各向异性研究构造变形特征及其应力作用方式和方向的方法,研究表明,中甲地区岩石各向异性度Ｐ值比较小,反映本区总体变形较弱,但变质石英砂岩相对变形较强。变质石英砂岩磁面理发育,磁线理较弱,显示压扁变形,变形主压应力方向是ＮＷ－ＳＥ向。火山（碎屑）岩具有明显的磁线理,反映流纹构造特征;最大磁化率轴方向屡示本区火山岩流体构造为ＮＷ－ＳＥ向。矿化蚀变岩和矿石的磁各向异性度Ｐ值明显 相似文献
2.
乌拉根铅锌矿床和萨热克铜矿床是西南天山中新生代盆地最有代表性的两个层控砂砾岩型矿床,乌拉根铅锌矿床产于下白垩统克孜勒苏群第五岩性段(K1kz5)的粗砂质细砾岩中,后期经历了弱的构造改造作用;萨热克铜矿床产于上侏罗统库孜贡苏组上段(J3k2)杂砾岩中,其北矿段后期经历了强烈的构造改造作用,南矿段可见岩浆热液蚀变作用后的褪色化及叠加成矿作用。为了研究成矿流体和岩浆热液在岩石中的运移规律,分别对上述两个矿区以沉积作用、构造改造作用和岩浆作用为主的代表性岩石测定了孔隙度和渗透率。测试结果表明乌拉根矿区岩(矿)石的孔隙度和渗透率总体比萨热克矿区岩石的孔隙度和渗透率要小;乌拉根铅锌矿区和萨热克铜矿区北矿段矿石的孔隙度和渗透率均小于下盘围岩的孔隙度和渗透率;萨热克铜矿区南矿段经历了岩浆热液蚀变,岩石的孔隙度和渗透率明显小于未受岩浆作用的岩石孔隙度和渗透率,且辉绿岩脉下盘岩石的孔隙度和渗透率明显小于上盘。同时通过岩(矿)石组构分析,上述岩(矿)石在成岩和成矿后孔隙度和渗透率的变化均与成矿流体或岩浆热液的作用密切相关。在西南天山中新生代层控型矿床中,当成矿流体沿切层断裂上升后会优先选择孔隙度和渗透率高的岩层进行渗滤、扩散、充填和交代作用。岩石中的砾石砾径越大,砾石间隙越大;岩石的硬度越大,其在后期构造变形中越容易形成构造裂隙,对成矿越有利,这也是造成萨热克铜矿北矿带中的金属硫化物颗粒明显大于乌拉根铅锌矿中金属硫化物的重要原因。上述结果表明沉积盆地中成矿流体或岩浆热液的成矿作用越强,岩石受其影响在成岩成矿后的孔隙度和渗透率越会变小,从岩石的孔隙度和渗透率可间接反映成矿过程中成矿作用的强弱,为寻找富矿体提供理论依据。 相似文献
3.
不同温压下岩石弹性波速度、衰减及各向异性与组构的关系 总被引：16，自引：0，他引：16
结合岩石组构分析 ,阐述了岩石弹性波传播速度和衰减以及它们的各向异性与岩石组构之间的关系。在不同温压条件下对具有很强晶格优选方位的岩石样品的研究表明 ,随着围压的增加 ,波速和Q值均增大 ,但是在相互正交的 3个方向上 (垂直或平行于层理面及线理方向 )增大的速度并不相同 ,这与微裂隙的逐渐闭合密切相关。观测到的波速和Q值的各向异性具有不同的形成机理 ,波速各向异性主要与定向分布的微裂隙和主要矿物的晶格优选方位等构造因素有关 ;高围压下Q值各向异性与速度各向异性正好相反 ,可能是由于定向排列的矿物晶体沿不同方向其边界之间接触程度不同造成的。对岩石组构的研究不仅可以揭示岩体的变形机制、变形的动力学过程及其有关的热力学信息 ,还可以对宏观岩石的各种物理性质 ,尤其是力学特性 ,从微观机理上加以解释。文中特别强调了岩石组构分析对研究岩石物理性质的各向异性具有十分重要的意义。 相似文献
4.
《地质科技情报》2017,(2)
完整岩石强度随非连续界面角度发生变化而变化,因此具有各向异性。修正的Hoek-Brown准则可以对岩石的强度各向异性特征进行合理预测。通过对沉积岩及变质岩两大岩类、共23组岩样单、三轴测试结果进行分析,获取相应强度各向异性参数Kβ及Rc,结果表明:岩石各向异性强弱与原岩类型、压实和胶结等沉积成岩作用、微裂隙发育程度及变质作用等因素有关。对于结构完整的沉积岩石,煤岩的各向异性最强,其次为页岩,而砂岩、泥岩和灰岩的各向异性相对较低。变质岩中板理发育的板岩各向异性最强,片麻岩次之,片岩和大理岩的各向异性相对较低。K_(min)与Rc间满足幂指数关系,K_(90)/K_(min)与Rc间满足线性关系,建立了各向异性岩石K_(min)分类标准。最后利用Londe转换和σcβ预测效果验证了修正的Hoek-Brown准则方程具有较高预测精度,结果可靠,从而为岩石强度各向异性更深入研究提供参考和依据。 相似文献
5.
致密岩石纵横波波速各向异性的比较研究 总被引：2，自引：0，他引：2
通过对板岩、千枚岩、糜棱岩和变质砂岩等4种岩石在平行和垂直层理、板理的3个正交方向上的纵、横波波速试验,提出了致密岩石纵波波速的各向异性与横波波速的各向异性普遍存在着一致性和差异性两种特征。一致性特征主要表现为致密岩石的横波各向异性随纵波各向异性的增强而增强;差异性特征主要表现为在平行和垂直层理、板理的两个方向上,纵波波速的各向异性指数大于横波,亦即纵波波速的各向异性比横波更为显著。从横观各向同性弹性介质的波速方程出发,通过具体的算例对这两种特征进行了较好的理论分析。 相似文献
6.
东天山康古尔塔格金矿田控矿构造特征 总被引：3，自引：0，他引：3
利用构造面理统计、岩组分析和岩石磁化率各向异性参数测量,研究了东天山康古尔金矿田控矿构造的特征。结果表明,金矿田发育一组构造面理,具有典型的对称型岩组图;磁组构特征的变化明显反映出矿田韧性变形具北强南弱的特点;矿田韧性断裂具有压扁应变的特征,磁面理产状与韧性断裂产状相一致。因此,康古尔金矿田韧性断裂应是起源于共轴变形的韧性挤压带。 相似文献
7.
8.
目前断层封闭性研究大都集中在碎屑岩地层中的正断层上,断裂几何学特征(产状、规模和次级破裂)、母岩性质和变形机制(断层岩类型和断裂带结构)、应力状态(稳定性)、温度历史(胶结作用)和流体性质均影响断层封闭能力。应力状态决定断层的稳定性是断层封闭的前提和基础,沉积历史和成岩阶段确定的母岩成分、孔隙度、岩石力学特征、应力状态和温度历史,决定了断裂微观变形机制,形成多种类型的断裂带和封闭能力不同的断层岩,是断层封闭的主因。断裂变形期后的变化,如胶结作用和再活动,原始形成的封闭条件改变,流体性质影响断层的封闭能力大小。定量或半定量分析影响断层封闭性的因素,有助于促使断层封闭性评价从包含有断层面、断层岩渗透性以及对接关系的3D模型向包含断层运动、断层带作用和流体流动的4D模型方向发展。 相似文献
9.
柴北缘二郎洞地区出露包含早古生代岩石组合的达肯大坂岩群,其构造变形期次和变形时代研究接近空白, 本文首次在其中发现了面理微弱, 而拉伸线理十分发育的L 构造岩,对其详细的构造解析对认识柴北缘构造演化具有重要意义。二郎洞达肯大坂岩群存在两期构造变形作用（D1、D2）,D1 期变形表现为兼具逆冲分量的左旋走滑剪切,D2 期变形表现为兼具正断性质的右旋走滑剪切。D1 期变形产生LS 构造岩和L 构造岩。其中L 构造岩中矿物拉伸线理的倾伏向约为142°,与柴北缘造山带延伸方向一致,倾伏角一般在2°～54°。对L 构造岩以及侵入其中的未变形次安山岩进行LA-ICP-MS 锆石U-Pb定年,获得它们的结晶时间分别为457 Ma 和406 Ma,L 构造的变形时代可能介于457～406 Ma 之间。根据长石、石英等矿物的变形形式,估计L 构造岩的变形温度在380 ℃～420 ℃之间, 应形成于地下13～14 km 深处。在构造特征分析和岩相学研究的基础上,结合柴北缘早古生代岩浆活动时代构架,我们认为二郎洞地区L 和LS 构造岩的原岩可能是原特提斯洋向北俯冲增生过程中形成的早古生代弧花岗岩,由于柴达木-东昆仑板块和祁连陆块之间的斜向碰撞,导致局部地区出现挤压并沿造山带延伸方向走滑活动。在走滑剪切作用下使地壳流变层中的弧岩浆岩体向地表挤出,局部成分相对均匀的花岗质岩石,因具有较强的岩石力学性能而形成了L构造岩。 相似文献
10.
胶东大庄子构造角砾岩型金矿床地质地球化学特征及其成矿流体来源探讨 总被引：1，自引：1，他引：0
大庄子金矿受胶莱盆地边缘发育于荆山群内的顺层状低角度断裂带控制,以大理岩质碎裂岩及角砾岩等张性构造岩胶结物发生矿化为特点.容矿岩石与成矿流体具有强烈的物质交换,矿化与SiO2、Fe2O3、Na2O及As、Cd、Hg、Cu、Pb等元素关系密切.矿石具有富集轻稀土元素、铕正异常的特征,其稀土元素特征和基性脉岩具有一定的相似性,又具有原岩的一些特点,表明容矿岩石受到了深部成矿流体的影响.硫、铅、碳-氧及氢-氧等同位素地球化学及流体包裹体研究显示,成矿物质较复杂,成矿流体来源于地壳深部或上地幔的岩浆热液,在成矿作用中,萃取了部分围岩,并与围岩发生了强烈反应. 相似文献
11.
The velocity of elastic waves has been measured along the principal fabric directions in 110 Alpine rocks, and these data are analyzed in conjunction with previously measured data on density, porosity, specific heat, and thermal diffusivity for the same rocks. Particular attention is given to the anisotropy in the thermal and elastic properties which are up to three times larger in the direction of lineation than in the direction perpendicular to the foliation. The correlations among the various scalar properties and the average thermal and elastic properties are in general weak and are overshadowed by variations due to mineralogy. However, relative thermal and elastic properties show a significant positive correlation, and for gneisses, schists, ultramafic rocks and carbonate rocks it is meaningful to predict thermal anisotropy on the basis of elastic anisotropy. 相似文献
12.
The Castellas fault in SE France affects carbonate rocks with a plurimeter scale offset along 1.5 km of outcrop. In order to decipher the structural control on fault petrophysical and hydraulic character, we performed high resolution field structural mapping, laboratory porosity-Vp measurements, and thin sections analysis of deformations and diagenesis. Field mapping shows that the fault zone architecture displays strong lateral variations at the hectometer scale characterized by core thicknesses of 0–5 m, one or several slip planes, and varying fracture patterns within the damage zone. The fault zone heterogeneity may be related to the magnitude of the throw, the position along the fault and the affected rock facies. Laboratory measurements revealed a strong porosity reduction correlated to a Vp increase, related to the cementation of pore volumes within a decameter area around the fault plane. This fault-sealing occurred mainly through a chemical diagenesis related to fluid circulation within fault-zone heterogeneities. A 3D conceptual model of a mixed conduit/seal fault zone is proposed, characterized by sealed impermeable fault tips and more or less permeable units within which flow can occur either perpendicular or parallel to the fault strike. 相似文献
13.
A numerical representation that explicitly represents the generalized three-dimensional anisotropy of folded fractured-sedimentary rocks in a groundwater model best reproduces the salient features of the flow system in the Shenandoah Valley, USA. This conclusion results from a comparison of four alternative representations of anisotropy in which the hydraulic-conductivity tensor represents the bedrock structure as (model A) anisotropic with variable strikes and dips, (model B) horizontally anisotropic with a uniform strike, (model C) horizontally anisotropic with variable strikes, and (model D) isotropic. Simulations using the US Geological Survey groundwater flow and transport model SUTRA are based on a representation of hydraulic conductivity that conforms to bedding planes in a three-dimensional structural model of the valley that duplicates the pattern of folded sedimentary rocks. In the most general representation, (model A), the directions of maximum and medium hydraulic conductivity conform to the strike and dip of bedding, respectively, while the minimum hydraulic-conductivity direction is perpendicular to bedding. Model A produced a physically realistic flow system that reflects the underlying bedrock structure, with a flow field that is significantly different from those produced by the other three models. 相似文献
14.
Thibault Cavailhes Pierre Labaume Jean‐Pierre Sizun Roger Soliva Claude Gout Jean‐Luc Potdevin Martine Buatier Aurélien Gay Alain Chauvet Delphine Charpentier Anna Travé 《地学学报》2014,26(4):298-306
This study describes normal fault zones formed in foreland arkosic turbidites (the Grès d'Annot Formation, SW French Alps) under deep diagenesis conditions (~200 °C) and highlights the occurrence of two markedly different fault‐rock types: (1) the foliated fault rocks of the Moutière‐Restefond area; and (2) the dilatant fault rocks of the Estrop area. The deformation of (1) is dominated by intra‐ and transgranular fracturing, pressure solution of quartz and feldspar grains and syn‐kinematic phyllosilicate precipitation resulting from feldspar alteration. The combination of these mechanisms results in a strongly anisotropic strain with intense shortening normal to the foliation (pressure solution) and extension parallel to the foliation (quartz‐ and calcite‐sealed extension veins). This deformation implies local mass transfer that may be achieved without (or with limited) volume change. The deformation of (2) is expressed as dilatant quartz‐sealed veins and breccia textures in which the main mechanisms are transgranular fracturing and quartz precipitation. Type (2) implies fault volume increase, isotropy of deformation and mass transfer at distances larger than in type (1). This study discusses the origins of (1) and (2) and shows that the permeability of (1) is anisotropic, with higher values than the host rocks parallel to the Y main deformation axis (i.e. perpendicular to the slip vector), whereas the permeability of (2) is isotropic and equivalent to that of the host rocks. 相似文献
15.
Reservoirs公司 《海相油气地质》2005,10(3):51-60
西班牙东部海域的卡萨布兰卡油田发现于1975年1980年晚期投入生产。介绍了该油田的勘探史,描述了该盆地的构造演化史,区域地层、沉积相及储层特征等。该油田主要由以北东、南西向断层为界的具有五个相互独立高点的台地相碳酸盐岩潜山圈闭构成上覆中新统页岩盖层其主力油层为中上侏罗统和下白垩统石灰岩和白云岩烃源岩主要含型干酪根总有机碳为石灰岩主要由球粒骨架粒泥灰岩和泥粒灰岩泥岩和少量骨架颗粒灰岩构成这些灰岩均因致密胶结而基本损失原始孔隙而绝大多数的白云岩为细晶白云岩原生孔隙微乎其微基质孔隙度仅为5% 相似文献
16.
东营凹陷高青-平南断裂带幔源流体活动特征及其成藏效应 总被引：6，自引：0，他引：6
东营凹陷高青-平南断裂带为幔源流体运移的主要通道,该幔源流体主要为岩浆(岩)和CO2气体。高青-平南断裂带幔源流体活动方式和活动强度存在着时间和空间上的差异,该断裂带在古近纪-新近纪至少经历了四期富CO2幔源流体活动。高青-平南断裂带富CO2幔源流体对油气成藏的影响主要表现在：①直接形成无机CO2气藏;②通过能量——热的作用和物质,即CO2的加入,影响水-岩相互作用的强度和方向,从而改善油气储集层的物性;③在一定程度上提高源岩的排烃效率,增加油气的运移速率。 相似文献
17.
油气优势运移通道的类型及其物理模拟实验研究 总被引：25，自引：0，他引：25
地质分析和物理模拟实验证实地质条件下油气总是沿着浮力最大和阻力最小的的方向和通道运移,形成油气优势运移通道有5种基本模式:级差优势、分隔优势、流向优势、流压优势和断面优势。物理模拟实验结果表明油气运移实际通道只占输导层的1%~10%,但却运输了油气的绝大部分;输导层物性的差异、盖层沉降中心的偏移、流体动力、断层倾角及断层面几何形态控制了油气运移的优势通道;实际地质条件下油气运移所形成的优势通道是上述5种模式综合作用的结果。由于优势通道是大部分油气运移的实际路径,其研究对追踪油气来源、预测有利圈闭有着十分重要的作用。 相似文献
18.
When deriving velocity models by forward modelling or inverting travel time arrivals from seismic refraction data, a heterogeneous but isotropic earth is usually assumed. In regions where the earth is not isotropic at the scale at which it is being sampled, the assumption of isotropy can lead to significant errors in the velocities determined for the crust and the depths calculated to reflecting boundaries. Laboratory velocity measurements on rocks collected from the Haast Schist terrane of South Island, New Zealand, show significant (up to 20%) compressional (P) wave velocity anisotropy. Field data collected parallel and perpendicular to the foliation of the Haast Schist exhibit as much as 11% P-wave velocity anisotropy. We demonstrate, using finite-difference full-wavefield modelling, the types of errors and problems that might be encountered if isotropic methods are used to create velocity models from data collected in anisotropic regions. These reflector depth errors could be as much as 10–15% for a 10-km thick layer with significant (20%) P-wave velocity anisotropy. The implications for South Island, New Zealand, where the problem is compounded by extreme orientations of highly anisotropic rocks (foliation which varies from horizontal to near vertical), are considered. Finally, we discuss how the presence of a significant subsurface anisotropic body might manifest itself in wide-angle reflection/refraction and passive seismic datasets, and suggest ways in which such datasets may be used to determine the presence and extent of such anisotropic bodies. 相似文献
19.
Summary
This paper presents a new approach, combined with the Boundary Element Method (BEM) analysis and the diametrical compression
on a thin disc with a small central hole, referred to as the ring test, for determining the indirect tensile strength of anisotropic
rocks. The stress distribution around the hole can be successfully obtained by the proposed single-domain BEM. The complex
variable function method was used for conveniently computing the tractions and displacements of a two-dimensional anisotropic
body. If we assume that the tensile strength is given by the maximum absolute value of stress in the direction perpendicular
to the loaded diameter at the intersection of loaded diameter and the hole, then from the failure load recorded by laboratory
testing of ring (disc), the indirect tensile strength of rocks could be obtained. A marble from Hualien (Taiwan) with clearly
black-white foliation, which was assumed to be transversely isotropic, was selected to conduct both ring tests and Brazilian
tests for evaluating the tensile strength. The variation of the marble tensile strength with the inclination angle of foliation
and with the hole size was also investigated. In general, the tensile strength of anisotropic rocks determined by ring test
is not a constant, but depends on the elastic properties of rocks, the angle between the planes of rock anisotropy and the
loading direction, the diameter of the central hole, and the contact condition of loading. 相似文献