江苏东海CCSD主孔超高压变形与折返变形的叠加关系

位于苏鲁超高压变质地体南部的中国大陆科学钻探工程（CCSD）主孔岩石经历了超高压变形及多期折返变形。第一期折返变形为伸展折返变形,榴辉岩发生角闪岩相退变质作用,没有新生面理或线理的发育,基本保留了超高压阶段的S-L组构,并有显示熔融体特征的强退变榴辉岩发育。第二期折返变形为SEE-NWW向挤压折返变形,超高压变形期形成的不同岩石类型在本期变形中表现出不同的叠加变形现象,榴辉岩类岩石早期形成的S倾面理主体部分转为SEE倾,但拉伸线理产状与超高压变形期的近SN走向基本一致,反映早期面理沿NNE轴向的重褶作用,局部又被向SEE缓倾的韧性剪切带切割;而片麻岩类岩石在超高压变形期形成的S-L组构的主体部分已被新生成的总体向SEE缓倾的S-L组构置换,反映早期面理不仅重褶,而且大部分再度发生韧性剪切变形,具SEE向NWW的逆冲剪切指向,矿物普遍重新定向。第三期折返变形发育具NWW向SEE正滑剪切指向的韧性剪切带,并伴随大量“Z”型褶皱构造的发育。第四期折返变形以NWW向SEE正滑的张性或张扭性脆性断裂活动为主。探讨了苏鲁超高压变质地体折返变形的力学机制及CCSD主孔岩石面理变化的形成机制。     

CCSD主孔100-2950m榴辉岩类和片麻岩类叶理及微断层产状特征

CCSD主孔100~2950m榴辉岩、退变榴辉岩类岩石叶理倾角明显较片麻岩类岩石叶理倾角陡,前者总体倾角55°左右,后者28°左右,局部可见片麻岩类叶理切割榴辉岩类叶理,因此两者叶理可能形成于不同时期;两类岩石之间现部分为韧性剪切带接触关系,韧性剪切带形成于苏鲁地体折返主期自SEE向NWW的韧性剪切作用。榴辉岩、退变榴辉岩类岩石叶理产状对发育于该类岩石内的微断层产状有一定控制作用,而片麻岩类岩石叶理产状对发育于该类岩石内的微断层产状控制作用相对较弱。孔区脆性变形主要反映白垩纪以来SEE-NWW向伸展构造应力场的变形特征,主孔100~1620m倾伏向以SEE向占绝对优势的微正滑断层擦痕即为该期变形的产物。     

中国大陆科学钻探主孔1200米构造柱及变形构造初步解析

在利用成象测井资料准确地恢复岩心空间位置的基础上，建立了位于江苏省东海县毛北村的中国大陆科学钻探主孔岩心1200m精细构造柱。划分了由榴辉岩与超镁铁质岩组成的第一岩性-构造单元及由副片麻岩夹榴辉岩与超镁铁质岩透镜体组成的第二岩性-构造单元，自上而下岩石的面理产状由向东陡倾变为向南东缓倾。第一岩性-构造单元的榴辉岩与超镁铁质岩是毛北榴辉岩杂岩体的组成部分，在榴辉岩中发现以南北向拉伸线理及由北往南的剪切指向为特征的超高压变质岩早期变形举止。位于第二岩性一构造单元下部(770-1130m深度)300多米厚的韧性剪切带是地表出露的毛北韧性剪切带在孔下的延伸，剪切应变及石英组构分析表明，在伴随的退变质角闪岩相一绿帘角闪岩相一绿片岩相的转换过程中，剪切应变由自SE往NW的“逆冲”转为NW向SE的正向滑移。结合钻孔围区地质，重塑了上部由毛北榴辉岩杂岩体与副片麻岩围岩组成的轴面向SE倾斜的同斜倒转褶皱系，以及下部为韧性剪切带的构造模型。钻孔验证了VSP地震反射剖面中850-1200m深度的强反射层与韧性剪切带相吻合。结合苏鲁超高压变质地体的折返构造的研究，提出该构造模型的成因与折返阶段超高压变质地体的斜向上的挤出及后折返阶段的穹隆形成有关。     

CCSD主孔1113~1600 m花岗质片麻岩单元的变形构造特征

中国大陆科学钻探(CCSD)主孔2000m岩性剖面揭示了1113～1600m花岗质片麻岩段为地表北苏鲁超高压花岗质变质岩剪切构造叠覆岩片中的石湖镇构造岩片的花岗质片麻岩的下延部分。本单元之上下界线为韧性剪切带,内部发育小型韧性剪切变形,仅局部可见旋转碎斑体系等剪切指向标志,以SE向NW的逆冲剪切指向为主,其次为NW向SE的正滑剪切指向,并主要发育于较软弱夹层内,后者成为苏鲁地区存在伸展型穹隆构造的新证据;在1140～1280m岩性段内发育断续、较弱的拉伸线理,拉伸线理总体向SE倾伏,倾伏角为10～36°;花岗质片麻岩单元内部分石英以多晶石英条带的形式存在,花岗质片麻岩主要矿物长石基本没有动态重结晶现象,仅具较弱的形态拉长特征(X∶Z=2左右),总体面理倾向170°E,倾角平均20°,明显不同于其他岩性单元内的面理产状,可能主要代表折返变形之前的近东西向构造,而其他岩性单元受折返变形影响较大,其面理产状主要代表折返阶段形成的NE-NNE向构造;运用电子背散射(EBSD)技术进行石英组构分析并与费氏台测定对比,表明1113～1600m花岗质片麻岩单元经历了中—低温变形,局部残留有高温组构,剪切指向主要为SE向NW的逆冲,其中高温组构与中温组构均显示为SE向NW的逆冲剪切指向,反映折返早期与折返主期岩片的相对剪切方向一     

大别山杂岩区深层韧性剪切带研究

大别山杂岩区存在NWW向右行逆冲型和NNE向左行逆冲型深层韧性剪切带,其中发育一套具糜棱岩流变构造（宏观）和片麻岩结构（中粗料）特征的岩石组合,本文称之为剪切片麻岩。研究认为,NWW向和NNE向深层韧性剪切带组成了近南北向强烈挤压背景下形成的韧性共轭剪切系统,其成因可能与早剪寒武纪期间中国统一古陆与Laurentia超大陆相互作用相关。     

山东蒙阴常马走滑式韧性剪切带控矿研究

山东省蒙阴县常马韧性剪切带构造岩具有明显的分带 ,由中心向两侧依次为超糜棱岩带、糜棱岩带、初糜棱岩带和糜棱岩化片麻岩带。构造岩中的韧性变形显微组构极为发育。糜棱叶理产状为 2 0 8°∠ 74°,线理产状为 115°∠ 2°,显示了该韧性剪切带具走滑剪切的特征。该韧性剪切带形成时 ,差应力值为 5 2 .6 7MPa ,形成时古应力方位为σ1=73°∠ 2°。位于该韧性剪切带中心的超糜棱岩带 ,金元素明显富集 ,构成金矿体。综合研究表明 ,韧性剪切作用控制了金矿体的形成与分布 ,因此常马金矿床是一同韧性剪切带型金矿床     

北祁连构造带东端拼贴过程的探讨——金柳滩韧性剪切带锆石U-Pb年龄和Lu-Hf同位素特征

金柳滩韧性剪切带位于北祁连构造带东端山门镇,是陇山岩群与葫芦河岩群拼贴的构造边界.通过陇山岩群的黑云角闪斜长片麻岩和金柳滩韧性剪切带内的花岗质糜棱岩LA-ICP-MS锆石U-Pb定年分析发现:陇山岩群的黑云角闪斜长片麻岩形成于461.9±7.0 Ma;金柳滩韧性剪切带内的花岗质糜棱岩获得了～460 Ma,～420 Ma...     

北祁连南缘右行韧性走滑剪切带的同位素年代学及其地质意义

北祁连南缘右行韧性走滑剪切带位于祁连地块与北祁连俯冲碰撞杂岩带边界 ,长约 80 0km ,走向NWW SEE ,面理向北陡倾 ,中西部宽 5～ 6km ,东部由四条呈帚状撒开的强应变带组成。构造指向及向南东低角度倾伏的拉伸线理揭示出韧性剪切带的右行走滑和转换挤压性质。TIMS法测定的单颗粒锆石U Pb上交点年龄为 96 5～ 95 6Ma ,代表韧性剪切带原岩———基底变质岩的变质时代。糜棱岩中钾长石、黑云母单矿物40 Ar/ 3 9Ar同位素测年结果及与地层和岩浆活动的关系表明韧性剪切带形成于 4 4 0～ 380Ma。北祁连南缘右行韧性走滑剪切带是在祁连加里东造山带形成过程中 ,祁连地块与阿拉善地块间斜向碰撞诱发大规模转换挤压作用的产物。     

论五台山区五台晚期“之”字型韧性剪切带特征

五台山区五台晚期韧性剪切带主要发育在五台山花岗绿岩带内,为区内规模最大、影响广泛的区域性构造。总体呈北东-北东东向展布于五台岩群与花岗质片麻岩的接触带上或变质地层的接触带上,延伸长达200km以上。受吕粱期褶皱叠加改造呈“之”字型展布,是五台山花岗绿岩带南北向两个巨型岩片的分界构造;变形以花岗质岩石强烈片理化、糜棱岩化、绿泥石化为特征,发育糜棱岩、糜棱片岩、角砾状糜棱岩;剪切带内矿物拉伸线理及各类旋转应变标志指示上盘相对由北西向南东逆冲推覆;从剪切带所涉及的地质体为五台岩群及北台片麻岩,王家会岩体,并被吕梁期褶皱叠加,说明其形成于新太古代五台运动末期的造山过程。     

韧性剪切带中片麻岩和超高压榴辉岩变形特征及其与地震波速各向异性的关系：来自中国大陆科学钻探（CCSD）680～1200米岩心的证据

中国大陆科学钻探(CCSD)680-1200米区段发育了多个韧性剪切带,带中主要岩石类型包括片麻岩和超高压榴辉岩。片麻岩中的变形石英、面理化榴辉岩中的拉长石榴石和绿辉石的应变轴比都表现为X>Y>Z,Flinn系数分别为0.11-0.27、0.22-0.23和0.23-0.24。随着糜棱岩化作用的增强,变形石英的C轴组构由Z轴极密逐渐向Y轴极密和叶理面上的大圆环带转变。在常温常压下测试了样品的波速,计算出片麻岩Vp和Vs的各向异性分别为30.17％-60.97％和11.52％-35.79％,榴辉岩Vp和Vs的各向异性分别为0.17％-11.19％和2.41％-6.70％。影响各向异性的主要因素有岩石的结构构造、矿物的晶格优选方位(LPO)、形态优选方位(SPO)和定向微裂隙。随着糜棱岩化作用的增强,岩石的P波各向异性逐 渐升高。变形岩石中的黑云母、石英、绿辉石的LPO和SPO是地震波各向异性的主要控制因素。饱水后的片麻岩样品的P波各向异性明显低于干燥片麻岩样品。在东海钻井中的强反射带主要是由于不同岩层之间的波阻抗差异而造成的,榴辉岩/强退变榴辉岩和黑云斜长片麻岩之间的接触界面会产生较强的地震深反射。此外,与LPO相关的地震波各向异性会增强地震波的反射,所以韧性剪切带中的糜棱岩化片麻岩可能是地震反射的良好载体。韧性剪切带中岩石弹性波速度的强各向     

Maximum entropy and shear strain of shear zone

The principle of maximum entropy can be used to determine the shear strain in natural shear zones. When the margin of a shear zone is assumed, the principle leads to the truncated exponential distribution of the shear strain. Ifx is the distance remote from the shear zone center, which possesses the maximum shear strain, the shear strain (x) is given by

韧性剪切带的剪切作用类型和韧性减薄量

韧性剪切带组构的演化和剪切作用类型受到许多研究者的关注。运用极莫尔圆法、有限应变法、刚性颗粒法、石英光轴组构结合有限应变测量法、拖尾形态法、剪切带内变形脉体(岩墙)法、碎斑法等方法可以估算剪切带变形过程中的运动学涡度,进而判别剪切带中单剪切组分与纯剪切组分的相对含量。自然界的剪切带一般介于单剪与纯剪之间,运动学涡度Wk介于0~1之间,表明韧性剪切带在变形过程中发生了垂直于剪切带边界(Z轴)方向的韧性减薄。剪切带变形过程中的韧性减薄量可依据有限应变测量与运动学涡度估算求得,也可依据剪切带内的石香肠(布丁)构造求解,还可依据构建极莫尔圆求解。以华北克拉通北缘的楼子店变质核杂岩及其韧性剪切带,以及希腊西奈山的Chelmos剪切带为例,介绍估算韧性剪切带韧性减薄的方法,这种韧性减薄是对大规模岩石圈减薄的有益补充和完善。研究结果表明,定量估算与变质核杂岩相关的韧性剪切带的剪切作用类型是分析变质核杂岩形成机制的有效途径和方法。     

Observation of shear zone development in ring-shear apparatus with a transparent shear box

Using a new ring-shear apparatus with a transparent shear box and video image analysis system, drained and undrained speed-controlled tests were conducted on coarse-grained silica sands to study the shear-zone formation process in granular materials. Velocity distribution profiles of grains under shear at various stages in the ring shear tests were observed through processing the video image by the Particle Image Velocimetry (PIV) program. Shear-zone thickness and type of shear mode (slide-like or flow-like) during shear were observed. Before reaching peak strength in low-speed and drained condition test, a comparatively major part of the sample in the upper shear box showed a velocity distribution profile of structural deformation and dilatancy behavior. After peak strength, the velocity profile changed into a slide-like mode and thereafter showed almost no change. In higher speed tests with drained and undrained conditions, an almost slide-like mode was observed, compared to low-speed test. Apparent shear-zone thicknesses of high-speed tests are thinner than low-speed tests. Unexpectedly, almost no difference was observed in the shear-zone thickness and mode of shear (slide or flow-like) between drained and undrained tests. This study was conducted as part of the International Programme on Landslides (IPL) M101 “Areal prediction of earthquake and rain induced rapid and long-traveling flow phenomena (APERITIF)” of the International Consortium on Landslides (ICL). These results will contribute to understanding the mechanism of shear-zone development in granular materials as a basic knowledge for disaster risk mitigation of rapid long run-out landslides.     

Strain analysis of a shear zone in a granodiorite

A ductile shear zone in a late Precambrian granodiorite, from the Rouergue (southwest part of the French Massif Central) has been studied.A single episode of deformation is responsible for the formation of a foliation and a well-defined lineation which are localized into an elongated zone, a few decimeters wide.The strain features can be attributed to a simple-shear mechanism (Ramsay and Graham, 1970), so that the main parameters of the deformation are defined.At stages of increasing deformation, the quartz isotropic sub-fabric of the undeformed host rock is progressively transformed into an anisotropic fabric composed of a single oblique girdle while the subgrain size progressively decrease and the dislocation density remains constant. It is suggested that the gliding planes of quartz are the basal plane (0001) and a predominant prismatic plane 101̄0 the slip directions may be a for both glide-planes.The results obtained in this investigation provide a basis for a high voltage electron microscope (H.V.E.M.) study which shows that the fabrics development may be related to dislocation processes. The difference of strain rates in the host rock and in the shear zone is calculated from the dislocation microstructures.     

Analysis of underground openings with a distinct shear zone

SummaryAnalysis of Underground Openings with a Distinct Shear Zone A procedure for the analysis of deformations and stresses in the surrounding of an underground opening is demonstrated. For duplication of rock discontinuities in the finite element analysis the joint element of Goodman, Taylor and Brekke is used. A special technique was developed in order to consider the limited tensile strength, the reduction of shearing strength after reaching the peak strength and the limited closure of the joint. A Coulomb failure criterion is used for determining shear fracture. Results of two examples of tunnels with one distinct joint are shown.

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ZusammenfassungBerechnung von Felshohlräumen mit einer ausgeprägten Scherzone Ein Verfahren zur Berechnung der Verformungen und Spannungen in dem einen Hohlraum umschließenden Gebirge wird erläutert. Zur Nachbildung von Diskontinuitäten wird das von Goodman, Taylor und Brekke entwickelte Kluftelement verwendet. Für dieses linienförmige Element wurde eine spezielle Rechentechnik entwickelt, die die begrenzte Zugfestigkeit der Kluft, den Abfall der Scherfestigkeit nach Erreichen der Spitzenfestigkeit auf die Restscherfestigkeit und die begrenzte Zusammendrückbarkeit erfaßt. Zur Bestimmung des Schubbruches wird das Coulombsche Bruchkriterium benutzt. Berechnungsergebnisse von zwei Beispielen aus dem Tunnelbau mit einer diskret nachgebildeten Großkluft werden gezeigt.

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RésuméAnalyse numérique des excavations en roche parcourue par un joint On montre une méthode pour calculer les déformations et les contraintes autour d'un tunnel. Dans la méthode des Eléments Finis on prend un élément développé par Goodman, Taylor et Brekke pour copier des joints. Une méthode de calcul a été développée pour tenir compte de la résistance de traction limitée, la réduction de l'effort de cisaillement après avoir exhausté la résistance de pointe et la fermeture limitée des joints. Pour déterminer la rupture de cisaillement le critère de Coulomb est utilisé. A deux exemples montrés la roche est parcourue par un grand joint.

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Abstract of a short report delivered at the International Symposium on Numerical Methods in Soil Mechanics and Rock Mechanics, Karlsruhe, 1975.

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With 8 Figures     

黑龙江省小黑山韧性剪切带特征

小黑山韧性剪切带是黑龙江省已知较大的韧性剪切带之一,文中简要叙述了该带的构造特征和岩石特征,初步认为该剪切带为一左行走滑-斜冲韧性剪切带,在南北向水平挤压应力场中派生的左旋剪切作用形成。变形时代为早二叠世末—晚二叠世。该带的发现不仅有可能成为两个二级单元的分界线,而且具有良好的找矿意义。     

Influence of shear speed and normal stress on the shear behavior and shear zone structure of granular materials in naturally drained ring shear tests

“Sliding Surface Liquefaction” is a process causing strength loss and consequent rapid motion and long runout of certain landslides. Using a new ring shear apparatus with a transparent shear-box and digital video camera system, shear-speed-controlled tests were conducted on mixed grains (mixture of three different sizes of sand and gravel) and mixed beads to study shear behavior and shear zone development process under the naturally drained condition in which pore pressure is allowed to dissipate through the opened upper drainage valve during shearing. Higher excess pore water pressure and lower minimum apparent friction were observed in the tests where grain crushing was more extensive under higher normal stress and higher shear speed. Along with the diffusion of silty water generated by grain crushing, smaller particles were transported upward and downward from the shear zone. Concentration of larger grains to the central and upper part of the shear zone was confirmed by means of visual observation together with grain size analysis of sliced samples from several layers after the test. On the other hand, smaller particles were accumulated mostly below the layer where larger grains were accumulated. The reason why larger grains were accumulated into the shear zone may be interpreted as follows: grains under shearing are also subjected to vertical movement, the penetration resistance of larger grains into a layer of moving particles is smaller than that into the static layer. Therefore, larger grains tend to move into the layer of moving grains. At the same time, smaller particles can drop into the pores of underlying larger grains downward due to gravity.     

安口镇含金韧-脆性剪切带地质特征

柳河县安口镇一带太古宙地体中发育有一条北东向韧—脆性剪切带,该带由糜棱岩化英云闪长岩、绿泥糜棱片岩、绢云千糜岩等组成,原岩为深成变质的长英质片麻岩。带内已知有金矿(点)6处,其成因是深成变质含矿流体沿剪切带上侵而形成的,受韧性剪切带控制的中低温热液型金矿,因此,加强对韧性剪切带的特征及控矿机制的综合研究对本区的进一步找矿工作将起到事半功倍的效果。     

Contrasting metamorphism across cauvery shear zone, south India

The Palghat Cauvery Shear Zone (CSZ) is a major shear zone that possibly extends into different fragments of Gondwanaland. In the present study mafic granulites occurring on either side of the CSZ in Namakkal area, southern India are examined. Textural features recorded in the mafic granulites are crucial in elucidating the metamorphic history of the southern granulite terrane (SGT). In the mafic granulites occurring to the south of CSZ, evidence of garnet breaking down during near isothermal decompression (ITD) is indicated by the development of orthopyroxene + plagioclase moats in between quartz and garnet. The presence of comparatively small elongated second generation garnet embedded in pyroxenes from the mafic granulites occurring to the north of CSZ is indicative of the garnet formation via reaction between pyroxenes and plagioclase, which occurred during isobaric cooling (IBC). Rocks occurring to the south of CSZ have recorded comparatively higher temperature and pressure (849‡C and 9.6kbar) than those occurring to the north of the CSZ (731‡C and 8.6kbar) using conventional geothermobarometry. The rocks occurring to the north of CSZ have suffered more complex metamorphic histories in comparison to the southern part. Integrating the results of the present field and metamorphic studies with the earlier investigations and available geochronological data we suggest that the CSZ could represent a suture zone between two different continental blocks that underwent distinct metamorphic evolution.