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1.
大陆断层脆塑性转化带的强度和滑动稳定性一直是断层力学中研究的重点。从20世纪末起,前人针对脆塑性转化带的摩擦和流变特性开展了大量实验和理论研究,探究脆塑性转化带的强度和变形机制随温度、压力、滑动速率等因素的变化规律。文中总结了描述断层脆塑性转化带强度和稳定性的半定量经验方程和定量本构方程,对比了各种模型的优缺点,发现通过数值拟合方法得到的经验模型高估了断层脆塑性转化带的强度,而基于微观物理机制的脆塑性转化带强度模型更符合自然条件下的断层摩擦行为。但现有的微观物理模型还需进一步考虑剪切带中纳米颗粒的动力学影响及不同类型的微观变形机制约束。  相似文献   

2.
水对下地壳基性岩脆塑性转化影响的实验研究   总被引:1,自引:1,他引:0       下载免费PDF全文
周永胜  何昌荣  杨恒 《地震地质》2004,26(3):472-483
研究表明 ,干的基性下地壳处于半脆性摩擦与半脆性流变的过渡状态 ,因此 ,文中采用多种基性岩样品进行了干的和含水基性岩的脆塑性转化实验 ,以深入理解大陆下地壳的力学性质。实验围压 4 5 0~ 5 0 0MPa ,应变速率 1× 1 0 - 4s- 1。实验结果表明 ,济南辉长岩 (样品C)、延庆辉绿岩 (样品D)和含水辉绿岩从 30 0℃到 90 0℃经历了脆性破裂、碎裂流动、半脆性流动和塑性流动几个变形域 ,而细粒攀枝花辉长岩 (样品A)和中细粒攀枝花辉长岩 (样品B)从 70 0℃到 90 0℃经历了半脆性流动和塑性流动 2个变形域。干的辉长岩样品比干的辉绿岩样品发生脆延性转化的温度高 1 0 0℃ ;所有干的基性岩样品的脆塑性转化都发生在 70 0℃ ,但半脆性流动域变形微观结构有差别 ,辉绿岩中斜长石和辉石发生了细粒化 ,并存在强烈的定向 ,形成初糜棱岩结构 ,辉长岩样品的细粒化和定向特征不明显。干的基性岩在以位错滑移为主的高温塑性流变域的强度和微观结构基本相同。水对基性岩脆塑性转化的影响体现在岩石的强度和脆延性与脆塑性的转化温度两方面。在实验温度范围内 ,含水辉绿岩样品的强度远小于干的辉绿岩和辉长  相似文献   

3.
张媛媛  周永胜 《地震地质》2012,34(1):172-194
野外、实验和地震数据表明:浅部地壳的变形以脆性破裂为主,深部地壳的变形以晶体塑性流动为主.在这种认识的基础上,提出了地壳变形的2种机制模型,即发生脆性变形的上部地壳强度基于Byerlee摩擦定律以及发生塑性变形的下部地壳强度基于幂次蠕变定律.而位于其间的脆塑性转化带的深度与浅源地震深度的下限具有很好的一致性.然而,二元结构的流变模型局限性在于其力学模型过于简单,往往过高估计了脆塑性转化带的强度.问题的根源在于对脆塑性转化带的变形机制的研究已有很多,但没有定量的力学方程来描述脆塑性转化带强度;而且以往对断层脆塑性转化带的研究主要集中在温度引起的脆塑性转化方面,对因应变速率和流体对脆塑性转化的影响方面的研究也比较薄弱.对断层带内矿物变形机制研究表明,某些断层带脆塑性转化发生在相同深度(温度和压力)内,发生脆塑性转化的原因是应变速率的变化,而这种变化被认为与地震周期的同震、震后-间震期蠕变有关,这种变化得到了主震-余震深度分布变化的证实.对断层流体特征分析表明,断层带内可能存在高压流体,这种高压流体会随断裂带的破裂及愈合而周期性变化,在地震孕育及循环中起着关键性作用.高压流体的形成(裂隙愈合)有多种机理,其中,压溶是断层带裂隙愈合的主导机制之一.研究在水作用下的压溶,可以对传统的摩擦-流变二元地壳强度结构及其断层强度进行补充与修正.通过以上分析,认为有必要通过野外变形样品和高温高压实验,深入研究应变速率及流体压力对断层脆塑性转化的影响,同时,通过实验建立压溶蠕变的方程,近似地估计脆塑性转化带的强度.  相似文献   

4.
地震精定位结果显示,大陆地震多数集中于大陆地壳的多震层内,该多震层向下收敛于中部地壳的脆塑性转化带。地壳脆塑性转化带的主要成分为花岗质岩石,前人通常用石英-斜长石的组合代替花岗岩进行变形研究,反演转化带的深度和变形特征,并且认为花岗岩的变形强度由弱项矿物——石英的塑性变形控制。近年来,实验和野外研究均表明钾长石的变形强度高于石英和斜长石。大应变量变形实验和野外韧性剪切带的研究结果显示,在中地壳脆塑性转化带内,钾长石变形以脆性破裂为主,斜长石和石英通常表现为动态重结晶。因此,用石英和斜长石的组合体代替花岗岩来反演断层的变形特征,无法全面、真实地解释断层深部脆塑性转化带的变形特征。文中总结了花岗岩在野外和实验变形条件下的研究结果,并分析了花岗岩的主要组成矿物——石英、斜长石和钾长石的变形特征以及其温压条件的不同步性,讨论了断层深部脆塑性转化带的失稳条件。  相似文献   

5.
脆塑性转化带对于研究岩石圈变形、断层强度和变形机制以及强震的孕育和发生具有重要意义。文中采用汶川地震震源区彭灌杂岩中具有代表性的细粒花岗岩样品,在固体压力介质三轴实验系统上开展了高温高压非稳态流变实验研究。实验设计模拟了汶川地震区地壳10~30km深度的实际温度和压力,温度为190~490℃,压力为250~750MPa,应变速率为5×10-4s-1,利用扫描电镜对实验样品进行微观结构观察。实验力学数据、微观结构及变形机制分析表明,在相当于地壳浅部10~15km深处的低温低压条件下,表现为应变强化,样品具有脆性破裂-半脆性流动的变形特征;在相当于地壳15~20km的深度条件下,随着应变量增加,应力趋于稳态,样品具有脆塑性转化特征;在相当于地壳20~30km的深度条件下,样品具有塑性流动特征。当样品处于半脆性域时发生非稳态流变,主要变形机制为碎裂作用,同时激活了动态重结晶作用、位错蠕变等塑性变形机制。样品强度随着深度不断增大,在深度为15~20km时达到极大值,深度为20~30km时强度逐渐减小。因此,花岗岩的强度随深度的变化规律与微观结构及变形机制均表明,在实验温度和压力条件下,花岗岩具有非稳态流变特征,在15~20km深处,龙门山断裂带处于脆塑性转化带,花岗岩强度达到最大值,该深度与汶川地震的成核深度一致,显示出彭灌杂岩的强度和变形对汶川地震的孕育和发生具有控制作用。  相似文献   

6.
在高温高压条件下开展了天然角闪岩样品的变形实验研究,并且利用偏光显微镜和扫描电镜对实验样品进行微观结构观察,研究了在不同的温压和应变速率条件下角闪石的变形机制。实验结果表明,随着温度升高,样品的应力-应变曲线由强化逐渐转化为屈服,并且出现弱化,样品强度显著降低,随着围压增加,样品强度增大,随着应变速率降低,样品强度降低,压缩方向与样品面理斜交的实验样品强度显著降低。实验变形样品在500℃时,角闪石表现为晶内破裂和碎裂变形,其变形以脆性为主导;在600℃时,样品中发育由角闪石残斑和碎裂基质构成的碎裂组构,部分角闪石晶体出现了波状消光,角闪石以碎裂变形为主,局部具有塑性变形的特征;在700℃时,样品以晶体扭折变形为主,局部出现脱水和细粒微晶,并且含有微破裂,显示了样品以晶体扭折变形为主,含有微破裂,样品变形处于脆-塑性转换域;在800℃时,样品中基本没有发现明显的脆性变形,样品以动态重结晶作用为主,角闪石出现脱水。因此,在实验温压范围内,在500℃→600℃→700℃→800℃条件下,角闪石变形机制表现为脆性破裂→碎裂流动→晶体扭折→动态重结晶和脱水作用,显示了角闪石经历了脆性—脆-塑转化—塑性变形的变形机制。  相似文献   

7.
汶川地震发震断层为高角度逆断层,这种断层滑动和发生强震需要断层深部具备特殊的力学条件。发震断层地区地表出露若干韧性剪切带,其中不同类型石英变形具有不同的变形温度。细粒糜棱岩中的石英表现为高温位错蠕变,变形温度为500~700℃;含残斑初糜棱岩中的石英表现为中温位错蠕变,其变形温度为400~500℃;早期石英脉中的石英表现为低温位错蠕变,变形温度为280~400℃;晚期石英脉以碎裂变形为主,其变形温度为150~250℃。石英的这些变形特征显示出断层带经历了多期脆-塑性转化。根据糜棱岩中的重结晶石英的粒度估计的断层塑性流动应力为15~80MPa。石英和长石内的微量水以晶体缺陷水、颗粒边界水和流体包裹体水的形式存在,水含量随岩石的应变增加而升高,变化范围为0.01~0.15wt%。断层脆-塑性转化带内石英含有大量与裂隙愈合相关的次生流体包裹体,其捕获温度为330~350℃,流体压力为70~405MPa,估计的流体压力系数为0.16~0.9,代表强震发生后,断层带内产生的大量微裂隙逐渐愈合过程中的流体特征。在考虑断层带流体压力和应变速率变化条件下,利用石英流变参数建立了从间震期到地震成核阶段断层脆-塑性转化带流变结构和震后快速蠕滑阶段断层脆-塑性转化带流变结构。结果表明,在间震期、地震成核阶段、震后快速滑动阶段,断层强度和脆-塑性转化深度随应变速率和流体压力变化而变化,且脆-塑性转化特征与石英的变形机制、断层速度弱化和强化转化深度、汶川地震震源深度等吻合,显示映秀-北川断层具备摩擦滑动速度弱化和地震成核的基础,而断层带内存在高压流体可能是触发高角度逆断层滑动和汶川地震发生的主要机制。  相似文献   

8.
为探究脆塑性转化带断层的力学性质和滑动稳定性,本文采用干燥的Carrara大理岩预切断层(saw-cut)样品,在气体介质三轴高温岩石力学实验仪上开展了摩擦实验研究,实验温度70~400℃,围压30~100 MPa,位移速率在0.08μm·s-1, 0.4μm·s-1, 2μm·s-1之间切换.实验力学数据揭示,不同围压下Carrara大理岩断层摩擦系数随温度变化规律不同:低围压(30 MPa)下,摩擦系数随温度升高先增大后减小,中高围压(≥70 MPa)下摩擦系数则表现为随温度先减小后增大.断层摩擦滑动行为在100~300℃的范围内表现出由稳定的速度强化转化为不稳定的速度弱化,且在400℃左右重新转变为稳定的速度强化.实验后断层滑动面形貌和微观结构分析表明,稳定滑动断层面为高反射镜面,擦痕清晰;黏滑断层面为有光泽的凹凸不平的表面;最高围压下蠕滑的断层面粗糙无光泽,擦痕不可辨别.本文认为受温度激活的塑性变形过程逐步主导了岩石变形,对断层激活发生不稳定滑动至关重要,而高围压则会抑制断层的不稳定滑动.本研究结果不仅为识别野外...  相似文献   

9.
从脆性破裂到塑性流动的破坏模式转换,对了解震源机制、地壳强度及野外尺度上的变形方式具有重要的意义.最近在高质量力学数据采集、微观变形结构的系统观察和压缩条件下岩石破坏的理论模拟研究方面的进展,使我们能进一步认识脆-延转换的物理和力学机制.通过测量强度的温压敏感性和对破坏模式的观察,可识别一些岩石脆-延转换的力学特性.然而,在高温高压下,对硅质岩石的半脆性流动或不同的孔隙流体、应变率及颗粒粒径对强度和流变的影响等方面比较全面的研究,还几乎没有.从脆性破裂到半脆性流动、从半脆性流动到全塑性流动,它们的转换强度和压力呈明显的线性关系.但这种关系的物理基础还没有很好地建立起来.微观结构的定性观察结果提供了有关各种变形机制的运行条件、应变分区的估计和裂纹成核机制的确定等方面的信息.最近对微观结构的定量研究,对半脆性域变形的微观机制起到了重要的约束作用.但在认识上仍存在很大的差距.  相似文献   

10.
地壳温压条件下迁安石英岩的非弹性变形   总被引:1,自引:0,他引:1       下载免费PDF全文
本文通过研究地壳温压条件下迁安石英岩非弹性变形特征和机制,着重阐述了这类岩石产生非弹性变形的能力和温度压力之间的关系,以及对岩石宏观失稳型式的影响。研究表明,温度和压力的升高将导致岩石中石英晶粒逐步转化为塑性组分,转化过程中伴随着岩石宏观非弹性变形的增强。宏观非弹性变形增强幅度和微观转化为塑性组分的石英晶粒含量满足一定的统计关系。当转化的塑性组分达到一定量级时,岩石的宏观力性和失稳型式将产生明显变化,变化的趋势是易于产生非弹性变形而渐进失稳  相似文献   

11.
王宝生  李建国 《地震地质》1989,11(1):125-133
本文讨论了围压高达700MPa的条件下,发生实验变形的长石砂岩和石英砂岩的变形模式和变形机制。完整长石砂岩的脆延过渡带在200—400MPa,完整石英砂岩的脆延过渡带在250—350MPa,长石砂岩在600MPa围压以上出现高压脆化现象;两类切口岩石的稳滑粘滑过渡界限分别是200MPa和150MPa。不同的变形模式主要起因于程度不同的碎裂机制。文中还对矿物成分的影响、脆性行为之延伸等有关问题进行了简要讨论  相似文献   

12.
The transition from microscopic brittle deformation to microscopic plastic deformation is called brittle-plastic transition, which is considered as a key layer for determining the limit of lower continental crust seismicity. The depth and deformation mechanism of the brittle-plastic transition zone is controlled mainly by temperature. Besides, the strain rate and fluid pore pressure also affect the transition during the different deformation stages at the seismic cycle. In this paper, microstructure observation of catalcastic samples collected from the Red River Fault was carried out using optical polarized microscopy and scanning electron microscopy. The morphology, microstructures of deformation characteristics, mineral composition, water-rock reaction, pressure solution, exsolution, crack healing in the samples were systematically observed. The mineral components quantitative analyses were examined using the EDS. Water-rock reaction and pressure solution were systematically observed under SEM. The fabric of the main minerals in the samples was measured using electron backscattered diffraction(EBSD). Based on these analyses, the deformation mode was setup for the brittle-plastic transition zone of the fault during the post-seismic relaxation period. Both brittle deformation and plastic deformation were developed in the cataclastic samples. EBSD data shows that the c axial fabrics of quartz present low-temperature plastic deformation characteristics. The feldspar deformed as cataclastic rock, and the micro-fracture in feldspar was healed by static recrystallized quartz and calcite veins. The calcite vein underwent plastic deformation, which represents the post-seismic relaxation deformation. Based on the analysis of deformation mechanism of cataclastic samples in brittle-plastic transition zone of the Red River Fault, and combined with previous studies, we concluded that the brittle fracture and fracture healing is the main deformation mode at brittle-plastic transition zone in the post-seismic relaxation. High stress and high strain rate at post-seismic relaxation lead to brittle fracture of high-strength minerals such as feldspar in rocks. Plastic deformation occurs in low-strength minerals such as quartz and mica. Under the fluid condition, micro-fractures were healed by quartz and calcite. The minerals such as quartz and calcite in the fracture transformed from static recrystallization to dynamic recrystallization with stress gradually accumulating. With fracture healing and stress accumulation, the fault strength gradually increases which could accumulate energy for the next earthquake.  相似文献   

13.
Field studies and seismic data show that semi-brittle flow of fault rocks probably is the dominant deformation mechanism at the base of the seismogenic zone at the so-called frictional-plastic transition. As the bottom of seismogenic fault, the dynamic characteristics of the frictional-plastic transition zone and plastic zone are very important for the seismogenic fault during seismic cycles. Granite is the major composition of the crust in the brittle-plastic transition zone. Compared to calcite, quartz, plagioclase, pyroxene and olivine, the rheologic data of K-feldspar is scarce. Previous deformation studies of granite performed on a quartz-plagioclase aggregate revealed that the deformation strength of granite was similar with quartz. In the brittle-plastic transition zone, the deformation characteristics of granite are very complex, temperature of brittle-plastic transition of quartz is much lower than that of feldspar under both natural deformation condition and lab deformation condition. In the mylonite deformed under the middle crust deformation condition, quartz grains are elongated or fine-grained via dislocation creep, dynamic recrystallization and superplastic flow, plagioclase grains are fine-grained by bugling recrystallization, K-feldspar are fine-grained by micro-fractures. Recently, both field and experimental studies presented that the strength of K-feldspar is much higher than that of quartz and plagioclase. The same deformation mechanism of K-feldspar and plagioclase occurred under different temperature and pressure conditions, these conditions of K-feldspar are higher than plagioclase. The strength of granite is similar to feldspar while it contains a high content of K-feldspar. High shear strain experiment studies reveal that granite is deformed by local ductile shear zones in the brittle-plastic transition zone. In the ductile shear zone, K-feldspar is brittle fractured, plagioclase are bugling and sub-grain rotation re-crystallized, and quartz grains are plastic elongated. These local shear zones are altered to local slip-zones with strain increasing. Abundances of K-feldspar, plagioclase and mica are higher in the slip-zones than that in other portions of the samples (K-feldspar is the highest), and abundance of quartz is decreased. Amorphous material is easily formed by shear strain acting on brittle fine-grained K-feldspar and re-crystallized mica and plagioclase. Ductile shear zone is the major deformation mechanism of fault zones in the brittle-plastic transition zone. There is a model of a fault failed by bearing constant shear strain in the transition zone:local shear zones are formed along the fractured K-feldspar grains; plagioclase and quartz are fine-grained by recrystallization, K-feldspar is crushed into fine grains, these small grains and mica grains partially change to amorphous material, local slip-zones are generated by these small grains and the amorphous materials; then, the fault should be failed via two ways, 1)the local slip-zones contact to a throughout slip-zone in the center of the fault zone, the fault is failed along this slip-zone, and 2)the local slip-zones lead to bigger mineral grains that are in contact with each other, stress is concentrated between these big grains, the fault is failed by these big grains that are fractured. Thus, the real deformation character of the granite can't be revealed by studies performing on a quartz-plagioclase aggregate. This paper reports the different deformation characters between K-feldspar, plagioclase and quartz under the same pressure and temperature condition based on previous studies. Then, we discuss a mode of instability of a fault zone in the brittle-plastic transition zone. It is still unclear that how many contents of weak mineral phase(or strong mineral phase)will control the strength of a three-mineral-phase granite. Rheological character of K-feldspar is very important for study of the deformation characteristic of the granitic rocks.  相似文献   

14.
Understanding how the strength of basaltic rock varies with the extrinsic conditions of stress state, pressure and temperature, and the intrinsic rock physical properties is fundamental to understanding the dynamics of volcanic systems. In particular it is essential to understand how rock strength at high temperatures is limited by fracture. We have collated and analysed laboratory data for basaltic rocks from over 500 rock deformation experiments and plotted these on principal stress failure maps. We have fitted an empirical flow law (Norton’s law) and a theoretical fracture criterion to these data. The principal stress failure map is a graphical representation of ductile and brittle experimental data together with flow and fracture envelopes under varying strain rate, temperature and pressure. We have used these maps to re-interpret the ductile–brittle transition in basaltic rocks at high temperatures and show, conceptually, how these failure maps can be applied to volcanic systems, using lava flows as an example.  相似文献   

15.
本文论述了糜棱岩类与碎裂岩类的变形特征,它们各自代表了不同的成因机制,反映了断层带经历过早期韧性剪切和后期脆性破裂的发育历史。根据断层岩石的显微构造特征,估算了断层带发育过程中两个阶段的温度、压力、应变速率、差异应力大小和方位,并讨论了韧性剪切带、地壳中弹塑性过渡带与大陆地震多发层之间的关系  相似文献   

16.
断裂带中的二相变形与地震成因讨论   总被引:1,自引:0,他引:1       下载免费PDF全文
本文主要以郯庐断裂带现代侵蚀面上五种不同类型的断裂构造和断层岩石为例,论述大断层带中岩石变形的二相性特征,包括机械意义的“韧性相”和“脆性相”应变组分在变形过程中的作用和意义。在此基础上探讨一种可能的地震成因方式  相似文献   

17.
岩石软化温度及其在地球深部岩石力学性质研究中的意义   总被引:1,自引:0,他引:1  
从高温高压岩石力学实验的角度阐述了岩石软化的现象,提出岩石软化温度的概念和定义以及测量方法.根据对大量经过高温变形试件的显微结构观察,从岩石中各矿物组分对不同温度下的变形反应和机制出发,认为岩石软化现象的本质是岩石中的各矿物组分在高温下逐步由脆性变形向韧性变形和塑性变形转化过程中在岩石力学性质上的综合反映.提出岩石中矿物变形序次及不同组分矿物在岩石中的结构位置和含量是决定岩石软化温度的主要因素.由此进一步讨论了岩石中矿物的变形序次对地壳内岩石脆-韧性变形转化条件的影响及其在地球深部岩石力学性质和地震孕育理论研究中的重要意义.  相似文献   

18.
This paper reviews the recent progress in the studies of experimental rock mechanics and tectonophysics concern-ing seismology and physics of the Earth‘s interior in China. The progress is presented in the following aspects: a) A lot of results of experiment and numerical simulation enrich our knowledge of the brittle fracturing process under the condition with heterogeneity in material and structure; b) Some new results on frictional behavior of non-homogeneous faults reveal the complexity of faulting behavior; c) Some new results on the brittle-plastic tran-sition and plastic flow are obtained; especially the important progress is obtained on theological properties of rocks in the lower crust and the upper mantle; d) A lot of experimental results are obtained on rock physics at high tem-perature and pressure and have been used in study of material composition and state. These results provide useful information for understanding the physical properties and deformation mechanisms of material of the Earth‘s inte-rior and earthquake physics.  相似文献   

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