甘孜嘎拉金矿金的赋存状态初步研究     

李开元  唐国光  付小芳 《四川地质学报》1993,(2)

甘孜嘎拉金矿位于川西甘孜-理塘断裂带北段,该矿床具一定规模。笔者对该矿床自然金的产出状态,以及超显微金在黄铁矿、毒砂、辉锑矿主要载金矿物和各类矿石中的分布特征初步研究后,认为该矿床的金只有少量呈显微自然金形式赋存,大部分都是以超显微金的自然元素金混入各类载金体中,金的赋存状态指示该区金物源广,具良好的找金前景。  相似文献   

甘孜—理塘断裂带北段构造特征及其演化过程   总被引：3，自引：0，他引：3  

邹光富 《四川地质学报》1993,(3)

甘孜-理塘断裂带是义敦造山带与雅江褶皱带的分界断裂。该带由韧性又脆性冲断层、平移断层,以及各种岩块、构造岩片等组合而成。其演化历史主要经历了晚三叠世洋壳的俯冲、晚三叠世末期弧-陆碰撞、陆内会聚和喜马拉雅期断陷的复杂演化过程。  相似文献   

河北承德若干矿床成矿流体特性及对矿化类型的制约   总被引：1，自引：0，他引：1  

徐启东  刘承山 《现代地质》1993,7(2):205-214,T001

小寺沟、轿顶山矿化是由中等盐度的流体侵位于浅部脆性岩石、通过较为迅速的沉淀机制形成的,指示轿顶山具有寻找类似小寺沟斑岩型矿床的潜力;寿王坟矿床的形成与低盐度的流体侵位于深度较大、韧性程度较高的围岩中,与较长时间的渗透交代作用方式有关,不具备形成斑岩型矿床的某些必要条件。研究结果为有关矿区成矿预测提供了矿床成因学方面的论据。  相似文献   

岩体结构面力学行为的尺寸效应研究   总被引：1，自引：0，他引：1  

章仁友  杜时贵 《地质科技情报》1993,12(2):97-103

尺寸效应是岩体结构面力学行为的重要特征。本文列举了结构面力学行为中普遍存在的尺寸效应现象,并由实测统计资料的分析,论证了结构面力学行为的尺寸效应具有分形结构。通过结构面力学行为尺寸效应的机理研究,建立了结构面力学行为尺寸效应分维数和结构面粗糙度系数尺寸效应分维数之间的相关关系,从而简化了结构面力学行为尺寸效应规律的表述,为客观评价岩体结构面力学参数提供最为有效的手段。  相似文献   

地质流体力学研究的进展     

邓吉牛 《地质科技情报》1993,12(3):39-44

归纳了地质流体力学研究中目前常用的三个基础理论,即双扩散对流理论,边界层理论和相似理论,重点总结了其在岩浆岩石学、成矿学、地球物理学及沉积岩石学等研究领域内的进展。  相似文献   

韧性剪切带中含金石英脉的就位机制   总被引：1，自引：0，他引：1  

刘俊来 《吉林地质》1993,(3)

本文以韧性剪切带中含金石英脉的地质特征分析为基础。重点讨论:a.绿片岩相—低角闪岩相环境中的韧性剪切带内,变形岩石的韧—脆性转变既受温度、压力条件控制,又受高压流体相的广泛介入影响。对于多阶段金矿化过程,流体相的存在对岩石力学性质的转变具有更重要的意义;b.Roberts(1987)论述的含矿Riedal裂隙系(D、P、R、R′和T、P′)中不同类型裂隙内含金石英脉的就位机制有很大的差异;c.Ramsay的破裂—愈合机制可以很好地解释沿R、R′、T和某些沿D、P就位的含金石英脉的形成;d.本文作者提出液压扩容破裂机制是沿D、P方向就位的某些含金石英脉的重要就位过程。  相似文献   

Stability of composite river banks     

Colin R. Thorne  N. Keith Tovey 《地球表面变化过程与地形》1981,6(5):469-484

The stability of a river bank depends on the balance of forces, motive and resistive, associated with the most critical mechanism of failure. Many mechanisms are possible and the likelihood of failure occurring by any particular one depends on the size, geometry and structure of the bank, the engineering properties of the bank material, the hydraulics of flow in the adjacent channel and climatic conditions. Rivers flowing through alluvial deposits often have a composite structure of cohesionless sand and gravel overlain by cohesive silt/clay. Bank erosion occurs by fluvial entrainment of material from the lower, cohesionless bank at a much higher rate than material from the upper, cohesive bank. This leads to undermining that produces cantilevers of cohesive material. Upper bank retreat takes place predominantly by the failure of these cantilevers. Three mechanisms of failure have been identified: shear, beam and tensile failure. The stability of a cantilever may be analysed using static equilibrium and beam theory, and dimensionless charts for cantilever stability constructed. Application of the charts requires only a few simple measurements of cantilever geometry and soil properties. In this analysis the effects of cracks and fissures in the soil must be taken into account. These cracks seriously weaken the soil and can invalidate a stability analysis by affecting the shape of the failure surface. Following mechanical failure, blocks of soil must be removed from the basal area by fluvial entrainment if rapid undermining and cantilever generation are to continue. Hence, the rate of bank retreat is fluvially controlled, even though the mechanism of failure of the upper bank is not directly fluvial in nature. This cycle of bank erosion: undermining, cantilever failure and fluvial scour of the toe, operates over several flood events and has important implications for river engineering, channel changes, and the movement of sediment through fluvial systems.  相似文献   

Heat extraction from hot,dry, crustal rock     

Morton C. Smith 《Pure and Applied Geophysics》1978,117(1-2):290-296

Natural heat stored in the earth's interior represents an essentially inexhaustible energy supply which, at usefully high temperatures, is accessible at practical drilling depths from almost anywhere on the earth's land surface. The problems of extracting and using this heat are those of engineering and economics, and can be expected to vary with the local geology and value of thermal energy. The first major experimental system designed to investigate these problems in one common type of geologic environment has recently been completed in the crystalline rock underlying the Jemez Plateau of northern New Mexico. It consists principally of two boreholes connected at a depth of about 2.7 km by a system of hydraulic fractures produced in granitic rock at a temperature of approximately 185°C. Cool water injected through one hole is heated as it flows through the fractures, and is recovered through the second hole as pressurized, superheated water. In a surface heat-exchange system now being completed, this heat will be extracted and the cool water reinjected to maintain a continuous, closed, pressurized-water energy-extraction loop.  相似文献   

Dilatancy and fracture induced velocity changes in rock and their relation to frictional sliding   总被引：1，自引：0，他引：1  

F. Rummel  H. J. Alheid  C. Frohn 《Pure and Applied Geophysics》1978,116(4-5):743-764

Summary Laboratory room temperature triaxial friction tests on sawcut granite and serpentinite specimens suggest that stick-slip at high confining pressures is preceded by dilatancy in the intact rock adjacent to the shear surface. By using a fast-reacting servo-loading system in combination with a high resolution digital computer recording system it is possible to obtain a more realistic picture of the stick-slip mechanisms and the stress drop associated with unstable slip. Fracturing in granite under biaxial loading leads to a significant anisotropy in dilation andP-wave velocity of the rock. Velocity decreases remarkably in the directions of minor principal stresses with no indication for velocity recovery before macroscopic shear fracture development.The results suggest that dilatancy and velocity anomalies may precede crustal earthquakes under certain tectonic conditions.

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Zusammenfassung Triaxiale Scherversuche an polierten Scherflächen in Granit- und Serpentinitproben (Normaltemperatur) lassen schließen, daß instabile Gleitvorgänge auf den Scherflächen bei sehr hohen Manteldrücken mit vorhergehenden Auflockerungen (Dialatanz) des intakten Gesteins in der Umgebung der Scherfläche verbunden sind. Durch die Verwendung eines reaktions-schnellen Servobelastungssystems in Verbindung mit einem hoch-auflösenden digitalen Aufzeichnungssystem konnte erstmals ein Einblick in den tatsächlichen Ablauf des instabilen Gleitprozesses gewonnen werden. Der Bruch in Granit bei biaxialer Belastung führt zu einer signifikanten Anisotropie der Auflockerung des Gesteinsgefüges und damit der Geschwindigkeit seismischer Wellen. Die Geschwindigkeit derP-Wellen nimmt in Richtung der beiden kleineren Hauptspannungen mit fortschreitender Deformation kontinuferlich ohne Anzeichen eines Geschwindigkeitsanstiegs vor der Entwicklung des makroskopischen Scherbruchs ab.Die Ergebnisse lassen den Schluß zu, daß Dilatanz und damit verbundene Geschwindigkeitsanomalien Erdbeben in der Kruste bei bestimmten tektonischen Bedingungen vorangehen können.

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采动作用下岩溶山体深大裂隙扩展贯通机理研究     

杨忠平  蒋源文  李滨  高杨  刘新荣  赵亚龙 《地质力学学报》2020,26(4):459-470

岩溶坡体裂隙的扩展贯通是造成坡体失稳破坏的重要因素。为研究采动作用下高陡岩溶坡体随裂隙扩展贯通的失稳破坏机理，采用离散元（Universal Distinct Element Code，UDEC）数值模拟，研究了采动作用下坡体裂隙的发展规律。研究结果表明:采动作用对岩溶坡体的稳定性具有重要的影响作用，主要表现在煤层上覆岩体新生裂隙的发育以及诱发坡体原有裂隙的扩展；坡体内部裂隙的发育具有一定的时空效应，裂隙带高度随着采空区范围的增加而增加；坡体原有深大裂隙对坡体的破坏具有控制作用，坡体破坏时崩滑体沿着主控裂隙发生滑动；二维模型显示，含深大裂隙岩溶坡体在采动作用下形成类似"悬臂梁结构"，悬臂梁结构沿着主控裂隙发生断裂，坡体中间软岩被挤出，最终主控裂隙与临空面扩展贯通，坡体发生崩塌破坏。   相似文献