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1.
韧性剪切带是大陆变形过程中形成于地壳深层次的重要构造变形形迹,是重建构造变形温压环境、变形几何学、运动学及动力学的重要研究对象。剪切变形方向的确定是韧性剪切带研究的基础环节之一。尽管指示韧性剪切带剪切方向的标志很多,但是由于韧性剪切带变形过程的复杂性,实际工作中往往很难准确地限定剪切方向,甚至常常会发现同一条韧性剪切带中发育指向相反的剪切标志。在变形岩石中,不对称旋转碎斑系被认为是判断韧性剪切带剪切方向的可靠标志。根据有拖尾的旋转碎斑系判断剪切指向要比“云母鱼”、“多米诺”等组构可靠得多。总结前人的理论和模拟试验成果,可以清楚地认识到,碎斑系的演化是其形态、轴率、初始方位、基质及其界面性质、运动学涡度、剪应变强度、剪切带的厚度、碎斑短轴比等因素综合作用的结果。深刻认识不对称旋转碎斑系在韧性剪切带形成过程中的发育过程、限制条件、影响因素,将有助于准确地运用它们来判断韧性剪切变形的构造指向,以便进一步研究与该韧性剪切变形相关的大陆动力学。 相似文献
2.
通过野外调研和显微构造测试,分析了新疆哈密库姆塔格沙垄北段韧性剪切带几何学、运动学和动力学特征,探讨了韧性剪切带的演化及其地质意义,详细研究了韧性剪切带S-C面理、波状消光、变形条带、变形纹、机械双晶、亚颗粒、动态重结晶颗粒、核幔结构、压力影、旋转碎斑系、显微裂隙和石英、方解石c轴组构等显微构造特征,并对其形成机制进行了解析。 相似文献
3.
太行山南段自立庄韧性剪切带变形特征 总被引：1，自引：0，他引：1
太行山南段临城自立庄地区古元古界甘陶河群中低级变质岩中发育一条左行逆冲型韧性剪切带。自立庄韧性剪切带出露长约10 km,宽约1 km,走向NNE,往西缓倾,在EW方向上由若干条强变形带与其间的弱变形域或岩块组成,平面上呈现平行式的组合特征。该韧性剪切带内发育糜棱岩、拉伸线理和皱纹线理、不对称褶皱、石香肠构造和构造透镜体、S-C面理和旋转碎斑等宏观和微观构造。S-C面理、旋转碎斑、不对称褶皱等宏微观变形特征一致表明自立庄韧性剪切带上盘由西往东逆冲的运动学性质。在对韧性剪切带宏观、微观构造特征研究基础上,结合区域资料,认为自立庄韧性剪切带的形成与华北克拉通古元古代末期西部陆块与东部陆块的EW向碰撞拼合有关,是18.5 Ga吕梁运动的产物。自立庄韧性剪切带的厘定为太行山南段古元古代构造演化提供了基础资料。 相似文献
4.
通过野外地质调查、室内显微组构分析和磁组构测量,在桂北三门地区厘定出一条大型韧性剪切带;并利用热液锆石U-Pb定年约束其变形时代.三门韧性剪切带发育密集的透入性片理、旋转碎斑系、拉伸线理、眼球构造、书斜构造、A型褶皱、波状消光、机械双晶、核幔构造和S-C组构等宏观和微观韧性变形特征.磁各向异性度（P值）显示其走向呈NNE向,倾向呈NWW向.运动学指向显示早期具有左旋逆冲剪切,晚期具有右旋正滑剪切的运动学性质.磁化率椭球体扁率（E值）显示岩石变形以压扁型应变为主,暗示运动学方向以左旋逆冲剪切为主.镁铁质糜棱岩的热液锆石U-Pb定年结果为441±2 Ma,代表三门韧性剪切带的变形时代.在磁组构、运动学和年代学研究的基础上,结合区域地质资料,认为该韧性剪切带是华南加里东期华夏陆块由SE向NW逆冲到扬子陆块受阻后反冲作用的产物.这一认识揭示了扬子陆块和华夏陆块碰撞拼合的方式和时代,为深化华南加里东构造运动的认识提供了新的资料. 相似文献
5.
变形岩石中的运动学标志 总被引：8，自引：0，他引：8
褶皱倒向、鞘褶皱指向、拉伸线理、旋转碎斑系、S—C面理、不对称压力影和石英、方解石C组构是韧性或韧脆性变形岩石中广泛发育的非共轴旋转变形构造,根据对这些构造的研究,即可确定变形岩石中的构造运动方向,进而揭示区域构造以至板块构造的运动学特点.本文综述了国内外构造地质界现今广泛应用的这些运动学标志,并以英国西市部地区构造研究为例,讨论了它们的地质意义. 相似文献
6.
韧性剪切带中的剪切指向标志：以辽宁某些韧性剪切带为例 总被引：2，自引：0，他引：2
剪切指向标志是韧性剪切带运动学和动力学研究的基础，这里系统地介绍了１２种具有剪切指向意义的构造。对其中重点部分进行了理论上的探讨和详细的分析，并且指出了应用某些剪切指向标志时应当注意的问题。 相似文献
7.
韧性剪切带中赋存的椭球状应变标志体(砾石、碎斑等)是研究剪切带运动学、动力学的重要应变标志体。传统研究中椭球状标志体通过对野外露头的观测或与实验岩石学结合,判断剪切带运动方向、探讨运动学和流变学特征。随着数值模拟技术在韧性剪切带中的引入和推广,国内外许多学者试图恢复椭球状标志体的运动轨迹和变形特征,并取得了显著的成果。然而,国内文献对于模拟韧性剪切带椭球状标志体的定量及模拟研究甚少,研究方法也鲜为介绍。基于此,针对韧性剪切带中椭球状标志体变形的最新研究进展,详细介绍建立在Jeffery理论和Eshelby理论之上的数值模拟思路和方法,并利用Mathcad软件模拟了给定条件下的椭球状标志体的运动轨迹、变形特征。 相似文献
8.
大规模伸展构造是华北克拉通东部岩石圈减薄的重要表现形式。部分低角度韧性剪切带是地壳伸展变形后所展现的构造形式。本文研究了王格庄韧性剪切带的岩石学、几何学、运动学等特征显示:韧性剪切带走向近南北向,剪切带断层面倾向多变(倾向西、西南、西北方向)。大部分区域面理低角度倾向西,矿物拉伸线理近东西向,不对称旋转碎斑及S-C组构指示顶端指向西的剪切特征。结合研究区西侧与伸展构造相匹配的半地堑伸展盆地证据:本研究认为伸展构造的形成可能与西太平洋板块的后撤相关,即大规模伸展构造作用引发了华北克拉通东部的地壳减薄作用。 相似文献
9.
韧性剪切带的剪切作用类型和韧性减薄量 总被引：1，自引：0，他引：1
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。 相似文献
10.
野外地南调查表明，在内蒙古阿里河地区前石炭系变质岩系及早华力西期侵入体中发育一系列大型韧性剪切带。呈ＮＥ－ＮＮＥ向延展，倾向南东。变形岩石显微构造及矿物组合特征表明，韧性剪切带具有二个世代发育历史；早期韧性变形作用属低角闪岩相环境；晚期伴随古生代在陆边缘俯冲磁撞造山作用的经历了绿片岩相剪切变形。剪切带中不同尺度运动学标志，表明韧性剪切方向均为由ＳＥ往ＮＷ的逆冲型。燕山早期推覆构造改造韧性剪切带。 相似文献
11.
“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. 相似文献
12.
H. Nagahama 《Mathematical Geology》1992,24(8):947-955
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
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相似文献
13.
钙质砂抗剪强度特性的环剪试验 总被引：2，自引：0，他引：2
珊瑚礁沉积的钙质砂与石英砂的物理力学性质有较大差别。对取自南海岛礁的钙质砂进行了单次往返环剪试验以分析钙质砂的抗剪强度特性,试验中考虑了相对密实度和竖向应力对结果的影响,并与相同级配和试验条件下的石英砂进行对比分析。结果表明：钙质砂正向剪切时应力-位移曲线为软化型,具有明显的残余强度特性,而反向剪切时则表现为硬化型,正向和反向剪切强度基本一致;石英砂正向剪切和反向剪切均表现为软化型。钙质砂正向剪切和反向剪切残余强度与峰值强度的比值在0.75～0.93之间;石英砂正向剪切和反向剪切残余强度与对应峰值强度的比值在0.89～0.96之间。相同级配和试验条件下,钙质砂残余强度均大于石英砂,且强度比值基本保持在1.05～1.3之间。在100、200 kPa竖向荷载作用下,钙质砂0.5～2.0 mm的颗粒发生了破碎,破碎率分别为4%和6%。 相似文献
14.
为深入研究剪切速率对钙质砂强度和变形特征的影响,对钙质干砂进行不同剪切速率条件下的直剪试验。研究结果表明,随剪切速率从0.1 mm/min增至2.4 mm/min时钙质砂抗剪强度先减小后增大,其内摩擦角亦呈现出先减小后增大趋势,临界剪切速率为1.6 mm/min;低法向应力条件下钙质砂试样随剪切速率的增加更易于呈现剪胀现象,高法向应力条件下剪切速率从0.1 mm/min增长至1.6 mm/min时试样整体剪缩量逐渐减小;当剪切速率继续从1.6 mm/min增长至2.4 mm/min时试样最大剪缩量逐渐增加;不同法向应力水平条件下钙质砂加载速率效应的细观机制不同,较低应力水平条件下钙质砂加载速率效应主要由试样内部颗粒错动、换位、重新排列引起,在较高应力水平条件下钙质砂加载速率效应主要由颗粒破碎引起。 相似文献
15.
The influence of grading on the shear strength of loose sands in stress-controlled ring shear tests 总被引：1，自引：1，他引：1
Three silica sand samples—well graded, intermediately graded, and narrowly graded—having different uniformity coefficients,
were constituted to allow the investigation of the influence of particle size distribution on their mechanical behavior. Using
a ring shear apparatus, samples were tested under a wide range of laboratory conditions. Results of the tests clearly indicate
that, for specimens confined under identical stress conditions, well-graded specimens have higher values of peak and steady
state strengths than the rest of the specimens. A relationship between uniformity coefficient and shear strengths shows that
the higher the uniformity coefficient, the higher the shear strength. On account of these, well-graded specimens have higher
static liquefaction resistance than the poorly graded specimens. Within the range of normal stresses employed in the tests,
results reveal that not only are poorly graded sands more likely to suffer higher postfailure strength reduction, but that
their steady-state strengths are easily reduced to zero, the magnitude of the confining stress notwithstanding. This reduction
of shear resistance to zero has been described as complete liquefaction in this paper. While almost all of the narrowly graded
specimens suffered complete liquefaction, widely graded ones did not; an observation that seem to highlight the influence
of grading on the mechanical behavior of the sands. 相似文献
16.
Correlation of large displacement drained shear strength of landslide soils measured by direct shear and ring shear devices 总被引：2，自引：0，他引：2
Shriwantha Buddhi Vithana Shinya Nakamura Seiichi Gibo Anshun Yoshinaga Sho Kimura 《Landslides》2012,9(3):305-314
Based on a laboratory study of drained direct shear tests of remoulded, pre-cut and polished specimens and drained ring shear tests of uncut and remoulded specimens of slip surface materials of five landslide soils, significant correlations of the mobilized shear strength parameters, cohesion (c, c r) and internal friction angle (Φ, Φr), are proposed. The investigated soils consisted of the slip surface material belonging to tuffaceous clay, mudstone, loess and siltstone. Most of the previous studies on residual shear strength measured by reversal direct shear and ring shear devices have obtained significantly different results using the two devices, even when pre-cut and polished specimens were used in the direct shear device. In this study, the residual shear strength values of remoulded specimens measured by a ring shear device are shown to significantly correlate with the drained large displacement shear strength values of remoulded specimens, which were measured using pre-cut and polished specimens in a direct shear device. The correlation between the cohesion measured in the two shear devices is expressed by the linear relationship, $ {c_{\text{r}}} = 0.{7394}c - {6}.{6857} $ , while the correlation between the friction angle measured in the two devices is expressed by the linear relationship, $ {\Phi_{\text{r}}} = {1}.0{852}\Phi - {6}.0{247} $ . The proposed linear correlations for effective cohesion (c′) and effective friction angle (Φ′) have yielded significant coefficients of determination within an effective normal stress range of 30–150?kN/m2. 相似文献
17.
In plate-boundary scale ductile shear zones defined by microstructural weakening, shear heating may lead to a temperature increase over 5 m.y. of up to 80 °C just below the brittle ductile transition, up to 120 °C just below the Moho, and to thermal boundary zones tens of km wide on either side of the shear zone. Where rock strength is highest, shear zones are narrow (∼1 km), and thermal gradients within the shear zone itself are low, so there is no tendency for increased localization. Heating results in thermal weakening, but this is partly offset by grain growth related to the decrease in stress. In shear zones of the order of 10 km width, shear stress, strain rate, and hence heat generation are lower, and thermal gradients are insufficient to cause additional strain localization. Temperature increases in the mid-crust are of the order of 10 °C, insufficient to cause partial melting or an increase in metamorphic grade. In the upper mantle, shear zones may be 50 km or more wide, and the temperature increase is less than 20 °C in 5 m.y., but temperature differences between center and margin may enhance the strain rate at the center by up to 18%. 相似文献
18.
残积土抗剪强度的环剪试验研究 总被引：3，自引：0，他引：3
残积土风化剧烈,研究其大变形下的工程特性很有必要。利用环剪仪的试验特点,可以研究土体在较大剪切位移下抗剪强度的变化规律。通过对残积土残余和峰值强度的环剪试验测定和对试验数据的整理与对比分析,得到了含水率与残余强度指标之间的关系,证明大变形下残积土具有浸水软化的特性;从应变阈值角度分析了残积土应变软化的性质,不同剪切位移下的残积土具有不同的抗剪强度,所研究的残积土达到峰值强度对应的应变介于0.02～0.06之间,而到达基本稳定的残余强度所需要的应变介于0.06～0.20区域内。研究还发现,矿物成分不同直接影响到残积土的残余强度,是残积土不均匀性的内部因素 相似文献
19.
重塑硅藻土抗剪强度的环剪试验研究 总被引：1，自引：0，他引：1
硅藻土是一种强结构性土,具有密度小、孔隙大、干燥土块吸水率高等特点。天然硅藻土的抗剪强度大,但在外界扰动或风化后,结构性强度丧失,易发生滑坡等斜坡变形破坏现象,因此,研究其在大变形下的力学性质很有必要。利用环剪仪可以研究土体在较大剪切位移条件下抗剪强度变化规律,对重塑硅藻土进行环剪试验研究,得到了不同竖向压力下的应力-位移曲线,认为重塑硅藻土为典型的应变软化型土;根据测试结果得到了重塑硅藻土的抗剪强度和残余强度,并从物质组成和微观结构特征方面对重塑硅藻土的力学性质进行了分析,为硅藻土滑坡的成因分析和灾害防治提供了依据。 相似文献
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