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101.
从地震模拟看匀阻段与大震的关系   总被引:4,自引:0,他引:4       下载免费PDF全文
洪汉净 《地震地质》1994,16(2):109-114
运用滑块模型建立了一个地震活动的计算机模拟系统。对地震活动计算机模型进行反复试验,认识到断层失稳过程中摩擦强度分布的重要性。把在断层滑动中摩擦阻力分布比较均匀的段称为匀阻段。对大地震而言,断层摩擦阻力的大或小都不是决定因素,而具有较长的匀阻段才是发生大震的首要条件  相似文献   
102.
From an area of brittle shearing and ring complexes in Northern Kordofan, Sudan 28 K-Ar ages were calculated to determine the geochronology of tectonic and magmatic events. The age results for deformational episodes are 560, 340 and 255 Ma, whereas alkaline magma was intruded at 280, 220 and 165 Ma. The incompatibility of age marks leads to the conclusion that magmatic and tectonic activity in this area have to be regarded as independent events. This holds true even when all dated intrusions from the entire region are compared with post-Pan-African continental tectonic features.  相似文献   
103.
兴地断裂发生在中元古代末期,使中元古巨厚的沉积岩发生了强烈褶皱和隆起,并伴有大量岩浆侵入和区域变质作用。在兴地断裂形成的同时,发生了第一期构造变形,其特点以韧性变形为主,由三个变形幕构成,形成了本区主要构造骨架;晚元古代本区进入晋宁期发展阶段,团结的塔里木地台基底局部裂开,形成一系列近东西向的断陷盆地,发生了第二期变形,形成以塑性变形为主的板劈理和千枚理为其特征。该期变形结束了塔里木基底发展,进入了稳定盖层沉积发展阶段;进入早古生代,兴地断裂控制了该时期的沉积作用,之后发生第三期变形,以脆性变形为主,形成一系列碎裂岩和脆性变形组构,使兴地断裂形成几十米乃至上百米宽的破碎带,从而改造了早期的糜棱岩;至中、新生代,兴地断裂再次活动,形成断裂两侧南升北降的扭动形迹。通过对兴地断裂的深入探讨,笔者认为:该断裂具有线性特征明显,活动时间漫长,构造变形复杂,是塔里木盆地北缘规模巨大的复活大断裂。  相似文献   
104.
西秦岭北缘断裂带新活动特征   总被引:27,自引:2,他引:27       下载免费PDF全文
在本文中,作者在近几年进行的大比例尺活断层地质填图工作的基础上,介绍了西秦岭北缘断裂带晚第四纪以来活动的基本待征,研究了该断裂带的空间展布情况、几何学和运动学特征、断层活动速率、古地震与地震重复周期等。结果表明,该断裂带自第四纪以来由压性逐渐演变为左旋扭动,其水平滑动速率为2.1-2.8mm/年,垂直滑动速率为0.4-0.7mm/年,地震复发周期约为5000年。  相似文献   
105.
作者通过对核安全法规的学习和前人对辽南核电站厂址区断层的调查,并结合对断层实际踏勘,认为厂址区附近的东岗断层属于现行法规(HAF0101)中规定的能动断层。但是,仅此一点并不能构成对推荐厂址的威胁,因为断层距厂址直线距离约4km,断层的地表或近地表错动不会直接影响到核反应堆的安全。  相似文献   
106.
对一个地震突变模型的讨论   总被引:4,自引:0,他引:4  
殷有泉  杜静 《中国地震》1994,10(4):363-370
本文用非线性力学方法讨论了地震过程的非稳定现象并建立了相应的突变理论模型。文章详细讨论了断层带的本构性质和突变模型中状态变量的选取对地震非稳性的影响,揭示了用突变模型研究地震现象的可行性。  相似文献   
107.
Jadeitites, albitites and related rocks from the Motagua Fault Zone, Guatemala   总被引:12,自引:0,他引:12  
Jadeitites from Guatemala are found as weathered blocks in tectonized serpentinite in a 15-km zone north of the Motagua Fault Zone. Rock types found with jadeitite include albitites, albite-mica rocks, omphacite/taramitic amphibole-bearing metabasites, chlorite-actinolite schists, talc-carbonate rocks and antigorite schists. In addition to the predominant jadeitic (Jd93_100) pyroxene, common phases in jadeitite include micas (paragonite and/or phengite ± rarer phlogopite), omphacite, albite, titanite /Pm zircon, apatite and graphite. Conditions of jadeitite formation are 100-400d? C, 5-11 kbar with 0.0 > log10asio2≥= 0.7. Fluid inclusions, coarse textures, vein structures, and rhythmic zoning of pyroxene indicate an aqueuos fluid was involved. Jadeitites are either (1) metasomatic modifications of former felsic-to-pelitic inclusions that have undergone silica depletion plus efficient soda exchange and enrichment, or (2) solution precipitations derived from such a source. The close spatial relationship of faults and shear zones, serpentinites, and jadeitites suggests jadeitites form in a relatively high-P/T setting with substantial flow of sodic fluid in a tectonized zone. Most Guatemalan jadeitites are extensively altered to analcime, albite, taramitic amphibole, (clino)zoisite ± nepheline and preiswerkite. This alteration reflects depressurization /Pm heating to below the jadeite + fluid = analcime reaction at high aNa. With progressive alteration, analcime and nepheline are replaced by albite; the increase in silica content may result from fluid flowing up a tectonized zone reaching saturation with an albite assemblage. Albitite phases, albite, actinolite, zoisite, /Pm chlorite, phengite, K-feldspar and quartz, record conditions of c. 3-8 kbar at T < 400d? C, indicating a clockwise P-T trajectory of the blocks. Barium aluminosilicates—banalsite, celsian, cymrite and hyalophane—are common minor late-stage phases in jadeitites and albite-rich rocks. Barian phengite is common in albite-mica rocks.  相似文献   
108.
The role of fluids in faulting mechanism and triggering earthquakes is widely accepted. The effective-stress law is the basis for the postulated theories. Using a generalized version of this law, applicable to both continuum and discontinuities, hydromechanical behaviour of a horizontal fracture in a hypothetical fluid-injection problem is investigated. In this problem the increasing intake flow rates, unpredictable by the traditional fluid-flow solutions, brings out another significant aspect of the role of the fluid pressure in rocks. By reducing the magnitude of the compressive effective stresses the fluid pressure causes elastic recovery in fractures. Simple rheologic models are used to demonstrate this fact. Such effects may lead to permeability increases in the rock mass, depending on the magnitude of the fluid pressure. Such variations in permeability, however, are governed by the path dependency of the fracture-deformation response. Therefore, a significant increase in permeability is an indication of comparability of the state of stress and the applied fluid pressure.This index may reveal the potential of hydroactivation of faults, as may arise in the regions of dam reservoirs, underground waste injections, and known faults, for certain ranges of working pressures relevant to each of the above-cited situations. Fluid-injection tests under constant working pressures are suggested as a means revealing the likelihood of movement on the faults.  相似文献   
109.
Systems of two parallel linear faults of the same length with the angle of inclination =45° were investigated under uniaxial linearly increasing load. Perspex plates were used as models. For each treated fault configuration the morphology of tensile cracks and the sequence of seismoacoustic events of shear and tensile origin were studied.It is shown that the seismic regime of a fault system is strongly influenced by the contact conditions on a fault plane; it is different in the faults with the aseismic contact, represented by open slits, and in the faults with the seismoactive contact, represented by filled slits, respectively.The experiments proved the dominating role of a fast shear displacement of the stick-slip type in the regime of seismic energy release of a fault system. The tensile crack generation seems to be only of little—if not negligible—importance. On the other hand, the existence of tensile cracks in a fault system can play an important role in the course of subsequent loading cycles because the stick-slip displacements can take place not only along the primary faults but also along the planes of tensile cracks.A comparison of some results of model experiments and the already published results of geological and seismological investigations indicated that the way of seismic energy relase on faults in nature and in the laboratory could be of the same character. Several analogies between the seismic regime of a fault model and of real seismic regions were found concerning the morphology of faults, off-fault fore- and aftershocks, and earthquake doublets, respectively.  相似文献   
110.
Fault dimensions,displacements and growth   总被引:15,自引:0,他引:15  
Maximum total displacement (D) is plotted against fault or thrust width(W) for 65 faults, thrusts, and groups of faults from a variety of geological environments. Displacements range from 0.4 m to 40 km and widths from 150 m to 630 km, and there is a near linear relationship betweenD andW 2. The required compatibility strains (e s) in rocks adjacent to these faults increases linearly withW and with and ranges frome s=2×10–4 toe s=3×10–1. These are permanent ductile strains, which compare with values ofe s=2×10–5 for the elastic strains imposed during single slip earthquake events, which are characterised by a linear relationship between slip (u) andW.The data are consisten with a simple growth model for faults and thrusts, in which the slip in successive events increases by increments of constant size, and which predicts a relationship between displacement and width of the formD=cW 2. Incorporation of constant ductile strain rate into the model shows that the repreat time for slip events remains constant throughout the life of a fault, while the displacement rate increases with time. An internally consistent model withe s=2×10–5, giving repeat times of 160 years and instantaneous displacement rates of 0.02 cm/yr, 0.2 cm/yr, and 2.0 cm/yr when total displacement is 1 m, 100 m, and 10 km, and slip increasing by 0.5 mm with each event, gives a good approximation of the data. The model is also applicable to stable sliding, the slip rate varying with ductile strain rate and withW 2.  相似文献   
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