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1.
山东灵山岛滑塌体内部沉积及构造特征研究 总被引：1，自引：0，他引：1
青岛市灵山岛修船厂剖面下白垩统地层中发育良好的滑塌变形体。野外观察可见滑塌体岩性单元主要由厚层砂岩及砂页岩互层组成,其中厚层砂岩根据其沉积构造及成因机制可分为砂质碎屑流沉积及浊流沉积两类;砂页岩互层段砂岩层可见底模构造及粒序层理,为静水环境下远端浊流沉积。滑塌体内部构造主要可分为软褶皱变形、同生断层、透镜状砂质团块三种类型。其中,软褶皱变形根据岩性可分为砂岩软褶皱、砂页岩互层软褶皱及页岩软褶皱,随着变形强度增加,软褶皱枢纽逐渐平行于滑移方向,形成曲脊软褶皱或软鞘褶皱(soft sheath folds);同生断层出现在砂岩层中,根据力学性质分为正断层及逆断层,正断层为剪切拉伸所致,逆断层为软褶皱逆冲所致;透镜状砂质团块包括同沉积布丁构造和同沉积断块。根据滑塌体内部滑移面识别出三期滑塌,完整的滑塌体由底部拆离滑移面、下部厚层砂体、中部砂页岩互层及上部砂页岩互层未变形体组成,其组成特征及各部分接触关系反映了滑塌体中下部沿底部拆离滑移面发生滑塌变形,且于活动末期在相对静水条件下被上部砂页岩互层覆盖这一形成过程。根据滑塌体内部组成特征的有序性、相似性及滑塌体内部沉积构造特征,推测其触发机制可能为沉积物快速沉积所引发的重力滑塌成因。 相似文献
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The Upper Cretaceous Juniper Ridge Conglomerate (JRC) near Coalinga, California, provides a rare, high-quality exposure of a submarine channel to overbank transition. The facies architecture of the JRC comprises a thick, predominantly mudstone sequence overlain by a channellized conglomerate package. Conglomeratic bounding surfaces truncate successions of interbedded turbiditic sandstones and mudstones both vertically and laterally. Thick-bedded, massive sandstones are interbedded with conglomerates. Facies architecture, palaeocurrent indicators, slump features, sandstone percentages and sandstone bed thickness trends lead to the interpretation that these elements comprise channel and overbank facies. A vertical sequence with conglomerate at the base, followed by thick-bedded sandstone, and capped by interbedded turbiditic sandstone and mudstone form a fining-upward lithofacies association that is interpreted as a single channel-fill/overbank system. Three similar lithofacies associations can be related to autocyclic processes of thalweg migration and submarine fan aggradation or to allocyclically driven changes in sediment calibre. 相似文献
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The Middle to Upper Ordovician siliciclastic succession in Central Bolivia provides excellent exposures of up to 1 m thick massive sandstone beds produced by liquefaction-induced sediment remobilisation. These fine-grained massive sandstones occur in shallow-marine nearshore facies that were deposited above storm wave base. Vertical to steeply inclined clastic dykes, which penetrate up to 1.5 m of the overlying sediment pile, feed into the basal parts of massive sandstone sheets. These dykes are interpreted as pathways used by liquefied sediment during upward-directed escape from a subsurface horizon. The relatively short lateral spacing of 5 to 25 m between the individual dykes initiated lateral coalescence of ejected individual sediment bodies. As a result, massive sandstone sheets formed and can be traced laterally over several kilometres. While undeformed sandy deposits contain between 5 to 10% dispersed clay the average clay content in massive sandstone sheets is ∼ 15%. The elongated, sometimes S-shaped form of the sandy, laminated fragments reflects squeezing during movement showing that they have been deformed under shear stress during flow. The axis of maximum elongation of the fragments indicates local flow direction. As the massive sandstone sheets are likely the products of seismic shocks they provide the first evidence of tectonic activity in this part of the basin during the Middle to Late Ordovician. 相似文献
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山西云岗石窟侏罗系地震液化砂岩柱的发现及其大地构造意义 总被引：1，自引：0，他引：1
本文主要报道在华北克拉通北缘云岗石窟景区内侏罗系地层中发现的20余个由地震液化形成的砂岩柱。地震导致的砂土液化是非常普遍的自然现象,地震波的震动使埋藏在地下未固结的饱和砂质沉积物迅速变为流体并在巨大压力下喷涌至地表,形成砂火山或泥火山。2008年汶川8. 0级大地震和2012年新西兰6. 2级地震都产生了严重的液化现象,在对地表造成严重破坏的同时,分别在地表形成了一系列的溢出丘和形态完好的砂火山。古地震之后,液化砂质沉积物往往在上涌的通道内固结成岩,形成穿层的岩柱或岩管。近年来,美国科罗拉多大峡谷相继发现很多地震液化形成的中生代巨型碎屑岩柱。2018年,本文作者在云岗石窟景区内的侏罗系云岗组中发现了20多条直径15~20cm左右、高可达2m以上穿层“侵入”的砂岩柱,有的在纵向上呈串珠状排列,有的呈不规则的树枝状自下向上伸展,膨大狭缩、分支复合现象非常明显,砂岩柱内部结构均一,不见任何层理。砂岩柱顶端的泥质围岩石中有明显向上牵引、拖拽的痕迹。这些砂岩柱没有任何硅化木的特征,也不是普通成岩作用形成的结核,与暴雨、泥石流、重力滑塌等作用均无任何关系,是古地震液化作用在地层内保存的遗迹,故称为液化砂岩柱。地震液化砂岩柱发育的层位位于李振宏等人(2014)在宁武—静乐盆地侏罗系云岗组顶部的凝灰质泥晶碳酸盐层位(160 Ma)之下约40m处,初步判定形成这些液化砂岩柱的古地震发生于160. 75 Ma~160 Ma之间的晚侏罗世。古地震的形成过程与燕山运动引起的地壳运动有直接的关联,是华北克拉通内与燕山运动伴生的古地震在地层中留下的最直接证据。 相似文献
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鲁武马盆地古近系-新近系发育多套超深水、超大型、富含天然气藏的重力流沉积砂体。以始新统砂体为解剖对象,分析区内重力流砂岩储层特征及成因。结果表明砂体以巨厚层状产出于深海泥岩内部,并与周围泥岩截然接触,测井曲线表现出宏观均一性;岩心揭示此类巨厚砂体是由多期单砂体叠置而成,单砂体是由底部高密度颗粒流和顶部低密度浊流两部分组成,且经历过强底流改造。鲁武马河流三角洲强大物源供给决定了区内砂体分布面积和体积规模;深海滑塌、块体搬运等重力流沉积过程控制了沉积体粒序构造和内部结构;海底区域性强底流持续冲刷并携带走单砂体顶部细粒沉积物,残留了底部“干净”的中粗粒砂岩;多期沉积事件和频繁水道迁移决定了砂体纵、横向叠加展布,并最终形成了区内厚度巨大、岩性宏观均一且连通性极好的超大型深水重力流沉积砂岩储层。 相似文献
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鄂尔多斯盆地东南部三叠系延长组一段湖相浊积岩主要分布于子长县寺湾和横山县庙沟等地区,位于长一段上部。岩石类型包括:块状砂岩,近基的中细粒砂岩,远基的粉砂岩及细砂岩,不规则砂、泥岩互层和深湖相泥岩。据岩石组合类型将该浊积扇划分为上扇和中扇,其沉积序列为向上粒度变粗、砂层变厚的进积型浊积扇沉积序列。根据底部印模构造指向,物源区大致位于研究区的北东。本文总结了浊积扇的演化,探讨了该浊积扇的发现对于认识区域构造背景及油气勘探的意义。 相似文献
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D. J. STEWART 《Sedimentology》1981,28(1):1-20
The meander-belt deposit comprises a sandstone resting on an erosion surface and bounded above and below by massive varicoloured mudstones with rootlet traces. The sandstone unit is composed of six bodies separated from one another, horizontally, by erosion surfaces; together the bodies form a single multilateral sand body. Internally each body is composed of lateral accretion units inclined at up to 6° from the horizontal. Vertical sequences of facies show significant variations but the grain size generally fines upwards. The principal lithofacies within the sandstones are, in common ascending order, intraformational conglomerate, large-scale cross-bedded, horizontal bedded and small-scale cross-laminated sandstone, and alternate sandstones and mudstones. Current directions are normal to the true slope of accretion surfaces and show insignificant scatter within individual bodies but are very diverse overall. Five of the sand bodies are believed to represent individual point bars, and one body an abandoned channel. Together they comprise the meander belt. The river was subject to very variable discharges and carried high suspended loads. Analysis of vertical profiles indicates that grain size segregation along the length of the point bars caused differentiation of the bars into coarse-grained heads and sandy tails. 相似文献
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Fluidization and injection in the deep-water sandstones of the Eocene Alba Formation (UK North Sea) 总被引：4，自引：0，他引：4
The Nauchlan Member of the Late Eocene Alba Formation (UK North Sea) consists of a deep‐water channel fill that was extensively modified by post‐depositional sand remobilization and injection. Sandstone textures, facies associations and the geometry of the channel fill were affected. A suite of sand‐rich facies was produced by large‐scale fluidization and injection within the channel fill and above it. These facies, termed here unstratified facies, are characterized by the absence of stratification surfaces and by discordant relationships with bedding in the adjacent succession. They reflect variable degrees of disruption of the primary sedimentary structures caused by escaping pore fluid, the velocity of which is estimated at least in the order of 0·1 ms?1. Adjacent mudstones were severely disrupted by hydraulic fracturing, and fragments of fractured mudstone were incorporated into the fluidized sand. Average porosity was decreased in the sandstones affected by fluidization. Two main phases of sand injection are inferred to occur at different burial depths. A shallow burial phase (below 100 m) produced thin dykes with ptygmatic folds. The second phase occurred at the boundary between Eocene and Oligocene (≈ 300 m burial depth) and resulted in large‐scale tabular wing‐like dykes that project from the edges of the channel fill. The significant pore‐fluid overpressure, which was required to hydraulically fracture the thick mudstone seal and to fluidize the large volume of sand, was likely to be built up by static liquefaction of the source sand and was possibly enhanced by hydrocarbon gas influx. 相似文献
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ERNESTO SCHWARZ 《Sedimentology》2012,59(5):1478-1508
The interpretation of sharp‐based shallow‐marine sandstone bodies encased in offshore mudstones, particularly transgressive units, has been a subject of recent debate. This contribution provides a multiple‐dataset approach and new identification criteria which could help in the recognition of transgressive offshore sandstone bodies worldwide. This study integrates sedimentology, ichnology, taphonomy and palaeoecology of Mulichinco Formation strata in the central Neuquén Basin (Argentina) in order to describe and interpret sharp‐based sandstone bodies developed in ramp‐type marine settings. These bodies are sandwiched between finer‐grained siliciclastics beneath and thin carbonates above. The underlying sediments comprise progradational successions from offshore mudstones to offshore transition muddy sandstones, grading occasionally into lower shoreface sandstones. The surfaces capping the regressive siliciclastics are flat and regionally extensive, and are demarcated by skeletal concentrations and a Glossifungites suite; they are also marked by sandstone rip‐up clasts, with encrustations and borings on all sides. These surfaces are interpreted as composite discontinuities, cut during a relative sea‐level fall and remodelled during the initial transgression. The overlying transgressive sandstone bodies are 3 to 7 m thick, >4 km long and about three times longer than wide; they are composed of fine‐grained sandstones with little lateral change in grain size. Cross‐stratification and/or cross‐lamination are common, typically with smaller‐scale structures and finer grain size towards the top. Large‐scale, low‐angle (5° to 8°) inclined stratification is also common, dipping at ca 30° with respect to body elongation and dominant currents. These sandstone bodies are interpreted as offshore sand ridges, probably developed under the influence of tidal currents. Intense burrowing is typical at the top of each unit, suggesting an abandonment stage. Final deactivation favoured colonization by epibenthic‐dominated communities and the formation of skeletal‐rich limestones during the latest transgressive conditions. As partial reworking of pre‐existing ridges occurred during this stage, the Mulichinco sandstone bodies are considered the remnants of transgressive offshore sand units. 相似文献
11.
砂岩侵入复合体是指沉积砂质母岩,在未固结时由于某种机制而积累了异常高压,产生液化、流化、再活动,向上覆细粒沉积物侵入的各种砂体的总和。目前已经在全球50多个深水盆地中(Braccinietal,2008)及所有的年代地层中都发现了从毫米到千米级别的砂岩侵入体。砂岩侵入复合体包含母岩、侵入体系和喷出体系三部分,通过对目前报道的一些砂岩侵入复合体实例分析,对其各建筑要素的外部几何形体和边界特征、内部沉积构造和显微结构进行了总结。不规则的几何形态,突变的边界特征,与液化作用相关的无构造砂岩、碟状构造、管状构造以及独特的泥岩碎屑表现出来的粒序性、条带等沉积构造,形状各异的矿物颗粒以及泥岩碎屑中砂岩裂缝切割等显微结构都可以作为识别砂岩侵入复合体的标准。加强砂岩侵入复合体的研究,为侵入圈闭的勘探和开发提供理论基础。 相似文献
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A sand production model was developed for volumetric sand production predictions that take into account the effects of the external stresses and fluid flow rate. The model couples the poro‐mechanical behaviour of the solid–fluid system with the erosion behaviour of the solids due to fluid flow. It predicts reasonably experimental volumetric sand production data from a hollow cylinder test on a weak sandstone. The test results show that in weak and compactive sandstones, sand production is associated with decohesioning and plasticification of a zone around the inner hole which can then be mobilized by the hydrodynamic forces of the fluid flow. The sand production rate increases both with external applied stress and fluid flow rate but it is constant with time under constant external stress and fluid flow rate. In both cases a critical lower limit has to be exceeded for sand production initiation. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
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通过大量岩心观察、钻测井资料分析及野外露头观察,对鄂尔多斯盆地南部延长组长6—长7深水重力流沉积特征、触发机制、沉积过程、沉积模式及石油地质意义进行了系统分析。研究结果表明:研究区共存在滑动岩体、滑塌沉积、砂质碎屑流沉积、浊流沉积及泥质碎屑流沉积5种类型的重力流沉积物,各类型的沉积物特征明显。不同类型重力流沉积物垂向组合可分为5类,研究区重力流的形成过程可分为5个阶段:三角洲前缘沉积阶段、滑动阶段、滑塌变形阶段、砂质碎屑流及泥质碎屑流形成阶段以及浊流形成阶段。滑动、滑塌砂体多呈孤立透镜体状,砂质碎屑流砂体多以扇沟道的形式展现出来,浊流砂体多分布在扇沟道的前端或侧翼,呈席状砂展布。深水重力流砂体垂向叠置厚度大,可形成规模大的油藏,大大扩展了深湖的勘探范围。研究区长6、长7油层组砂质碎屑流砂体储集层物性较好,含油性好,是重点勘探层位。 相似文献
15.
Large numbers of post-depositional deformation structures in the form of downward penetrating sandstone bodies are identified on well-exposed diamictite surfaces of the glaciogenic Upper Proterozoic Port Askaig Formation, Scotland. On the Garvellach Islands, downfolds, irregular dykes and a polygonal network of wedges are composed predominantly of massive, fine- to medium-grained sandstone. These structures occur towards the top of crude coarsening-upward glaciomarine sequences of massive diamictite, stratified diamictite, variably cross-stratified sandstone and conglomeratic lags. Massive diamictites record the dominance of pelagic sedimentation and ice-rafting; succeeding lithofacies indicate the increasing importance of marine traction currents. These sequences are repeated in the Port Askaig Formation and by comparison with Late Cenozoic glaciomarine sequences may have formed in response to changing water depths during basin subsidence. Downfolds, dykes and a polygonal wedge network appear to be genetically related expressions of subaqueous gravitational loading and intrusion of sand into low-strength diamict acting in response to reverse density gradients created by coarsening-upward glaciomarine sedimentation. Analogues are provided by published laboratory investigations. Analysis of the regional tectonic setting of the formation suggests the importance of seismic shock as a triggering agent. The subaqueous deformation model presented in this paper is of considerable significance for reconstruction of Late Proterozoic palaeoenvironments because the downward penetrating sandstone structures of the Port Askaig Formation are widely reported to be indicative of the former presence of subaerial permafrost. This paper stresses the importance of identifying the lithofacies sequence in which structures occur as a guide to ‘deformational environment’. 相似文献
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Anatomy of ancient passive margin slope systems: Aptian gravity-driven deposition on the Vocontian palaeomargin, western Alps, south-east France 总被引：1，自引：1，他引：1
The Aptian succession on the Vocontian palaeomargin (south-east France) consists of marl and marly calcareous pelagic slope facies together with a range of gravity-driven deposits (slumps, debris-flow deposits, turbidite packages and massive sandstones). The massive sandstones were emplaced by high-density turbidity currents and are associated with extensive clastic sills and dykes. The sedimentology is constrained by a high-resolution bio- and lithostratigraphic framework and permits a detailed analysis of the slope succession including: (1) a sequence stratigraphical analysis of the slope deposits; and (2) lateral tracing of individual sedimentary packages downslope. The resulting model for the Vocontian slope represents an alternative to the ‘classic’ Exxon delta-fed, mud-rich model. Key elements of the Vocontian model are: (1) an emphasis on lowstand slope erosion and complex slope morphology controlled by contemporary tectonism and salt diapirism; (2) slope deposition in confined erosional and structurally controlled conduits rather than the buildout of slope fans/channel-levee complexes; (3) a dominance of large-volume muddy slump and transitional debris-flow deposits, with subordinate sandy turbidites, including significant massive sandstone facies; (4) common sand injections (sills and dykes) associated with the massive sandstone facies; and (5) minimal downslope evolution of the flows, with the nature of the source sediment being the over-riding factor determining flow behaviour and deposit character. The Vocontian system is a rare instance in which large sections of a ‘fossil’ passive margin slope are preserved in the geological record. The slope deposits differ from the classic models of turbidite systems that have mainly been built from peripheral foreland basins, and the new insight makes it possible to compare ancient and present-day passive margin slope systems. 相似文献
17.
S.G. Farrell 《Journal of Structural Geology》1984,6(6):727-736
Features associated with gravity-induced slumping in deep-water Eocene sediments of the Ainsa basin are described and four aspects are selected as being especially significant. These are: extensional strain, contractional strain, strain overprinting and clastic dykes. Slump strain is interpreted as a consequence of the initiation, translation and termination phases of slump development and is explained in terms of a dislocation model. The initial phase of development involves the propagation of a failure through undisturbed sediment and this imparts a characteristic strain above the décollement surface. Translation of the failed body involves sequential velocity changes which also deform the moving sediment. During the termination phase a type of dislocation, here named an anti-dislocation, migrates along the basal failure when a slump regains cohesion with the substrate. Clastic dykes are interpreted as dewatering structures initiating at basal faults which have associated high pore fluid pressure. Dewatering of slumped décollement sheets may be a significant phase in the termination of movement of failed sediment bodies. 相似文献
18.
Rotational shear is the type of loading path where samples are subjected to cyclic rotation of principal stress directions while the magnitudes of principal stresses are maintained constant. This paper presents results from an experimental investigation on the drained deformation behaviour of saturated sand in rotational shear conducted in a hollow cylinder apparatus. Two types of granular materials, Leighton Buzzard sand and glass beads are tested. A range of influential factors are investigated including the material density, the deviatoric stress level, and the intermediate principal stress. It is observed that the volumetric strain during rotational shear is mainly contractive and most of strains are generated during the first 20 cycles. The mechanical behaviour of sand under rotational shear is generally non-coaxial, i.e., there is no coincidence between the principal axes of stress and incremental strain, and the variation of the non-coaxiality shows a periodic trend during the tests. The stress ratio has a significant effect on soil response in rotational shear. The larger the stress ratio, the more contractive behaviour and the lower degree of non-coaxiality are induced. The test also demonstrates that the effect of the intermediate principal stress, material density and particle shape on the results is pronounced. 相似文献
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A constitutive model for the simulation of non‐coaxiality, an aspect of anisotropic behavior of sand subjected to the rotation of the principal stress axes, is presented in this paper. Experimental studies have shown that non‐coaxiality or non‐coincidence of principal plastic strain increments with principal stress axes under loadings involving the rotation of principal stress axes may be considerable. Besides, the rotation of the principal stress axes results in dramatic effects on stiffness and dilatant behavior of sand. Therefore, the consequences of principal stress axes rotation on deformational behavior, dilatancy and soil stiffness must be taken into account in theoretical and practical problems. To this aim, the following steps are taken: (1) A general relationship for flow direction with respect to possibility of non‐coaxial flow is developed. Moreover, special circumstances linking non‐coaxiality to instantaneous interaction between loading and soil fabric are proposed. (2) Proposing novel expressions for plastic modulus and dilatancy function, the model is enforced to provide realistic simulations when sand is subjected to the rotation of the principal stress axes. Finally, with numerous examples and comparisons, the model capabilities are shown under various stress paths and drainage conditions. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
20.
针对传统本构理论无法描述土体单剪试验非共轴变形的不足,采用非共轴修正模型进行改进。模型基于材料状态相关临界状态理论,采用宏-细观结合的方法,将1个新的各向异性状态变量引入本构模型来描述砂土的各向异性。考虑细观组构张量和应力张量的几何关系的变化,模型可以描述砂土在主应力轴旋转条件下材料状态的变化,材料状态变化直接导致模型的硬化规律和剪胀性发生变化,因此,模型可以描述该条件下原生向异性对砂土变形的影响。引入非共轴理论对本构模型进行修正,建立了三维非共轴各向异性模型。单剪试验的加载条件会造成主应力轴相对土体沉积面发生旋转,修正模型不但能够描述砂土在主应力轴旋转条件下其原生各向异性对变形的影响,而且可以描述主应力轴旋转造成的应力诱发各向异性对土体变形的影响,因此,该模型能够对整个单剪试验的变形规律进行描述,而且物理意义清晰。通过铝棒堆积体和Toyoura砂单剪试验验证表明,非共轴修正各向异性模型能对单剪试验的整个变形过程进行较好的模拟。 相似文献