甘肃滴水山金矿地质地球化学特征及找矿标志          下载免费PDF全文

王学银  何平平 《甘肃地质》2015,24(3):58-62

滴水山金矿位于北祁连加里东褶皱带西北边缘,矿床受控于近EW向展布的韧性剪切带中,并与NE向的阿尔金断裂组成"λ"字型构造。通过岩屑测量共圈定12个化探综合异常,其中AR1、AR2和Au8化探综合异常走向呈近EW向,元素组合为Au、Ag、Cu、Pb、As、Sb、Hg等,各元素异常衬度和规模较大,且分带明显,具有较好的找矿前景。经后期工程揭露,发现了有价值的金矿体,总结了找矿方法和找矿标志。根据矿床地质特征认为该矿床为火山岩区脆-韧性剪切带型构造蚀变岩型金矿床。  相似文献   

关于卵石地层“粘聚力”的分析、探讨及原位剪切试验成果分析、验证     

熊宗喜  李成旺  刘伍  秦沛  李海明 《城市地质》2015,(Z2):6-11

通过对卵石地层的结构进行深入分析,认为其所具有的特殊结构会产生"粘聚力"的效果。同时,通过对卵石地层进行原位剪切试验,其测试成果"粘聚力"不等于0,且数值显著,由此,进一步证明需对卵石地层的"粘聚力"进行重新认识、合理取值。  相似文献   

透岩浆流体作用与矿田构造   总被引：1，自引：1，他引：0  

黑慧欣  罗照华  Vikentyev I V  郭晶 《地质力学学报》2015,21(1):1-12

从透岩浆流体成矿理论的角度对矿田构造进行了重新认识,提出矿田构造系统是一种复杂性动力系统的观点。根据这个模型,矿田构造是近场应力场与远场应力场强烈相互作用的产物。近场应力场由岩浆成矿系统而不是远场应力场派生,因而不能由矿田构造反演区域构造,但可以从区域构造限定矿田构造。矿田构造常有岩脉和热液脉充填,因而是可识别的。利用构造统计学方法,可以根据岩脉和/或热液脉的分布密度图(或等值线图)预测找矿靶区。  相似文献   

一种模拟韧性剪切带中椭球状标志体运动、变形的新方法     

刘稳航  李玮  董云鹏  屈梦梦  杨源祯 《地质通报》2015,34(10):1897-1909

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   

Evaluation of stress strain non-uniformities in the laboratory direct simple shear test specimens using 3D discrete element analysis     

Antone Dabeet  Peter Byrne 《Geomechanics and Geoengineering》2015,10(4):249-260

The direct simple shear (DSS) device is one of the commonly used laboratory element testing tools to characterize the shear behaviour of soil. The interpretation of results from an element test requires understanding of the degree of stress and strain non-uniformities in a given test specimen. So far, studies on stress and strain non-uniformities in the DSS test have been conducted using direct boundary measurements of stresses in laboratory specimens supported by a continuum based analytical approach. Discrete element modelling now provides a means of modelling the soil behaviour in a realistic manner using a particulate approach. Accordingly, the performance of a DSS specimen was modelled using discrete element modelling with emphasis on assessing stress and strain non-uniformities in the specimen during shearing. The approach allowed for the numerical determination of stresses not only at the boundaries, but also within the DSS specimen. It was shown that mobilised stress ratio distribution throughout the shearing phase for the majority of specimen volume at locations near the central planes parallel and perpendicular to the direction of shearing is fairly uniform. Finally, it was noted that the potential for particle slippage at locations near the specimen centre can result in non-uniform shear strain distributions.  相似文献   

Test on dynamic characteristics of subgrade of heavy-haul railway in cold regions     

YingYing Zhao  XianZhang Ling  ZiYu Wang  XinYan Shao  LiHui Tian  Lin Geng 《寒旱区科学》2015,7(5):605-610

Dynamic characteristics of heavy-haul railway subgrade under vibratory loading in cold regions are investigated via low-temperature dynamic triaxial tests with multi-stage cyclic loading process. The relationship between dynamic shear stress and dynamic shear strain of frozen soil of subgrade under train loading and the influence of freezing temperatures on dynamic constitutive relation, dynamic shear modulus and damping ratio are observed in this study. Test results show that the dynamic constitutive relations of the frozen soils with different freezing temperatures comply with the hyperbolic model, in which model parameters a and b decrease with increasing freezing temperature. The dynamic shear modulus of the frozen soils decreases with increasing dynamic shear strains initially, followed by a relatively smooth attenuation tendency, whereas increases with decreasing freezing temperatures. The damping ratios decrease with decreasing freezing temperatures. Two linear functions are defined to express the linear relationships between dynamic shear modulus (damping ratio) and freezing temperature, respectively, in which corresponding linear coefficients are obtained through multiple regression analysis of test data.  相似文献   

Strength and stiffness variation of frozen soilsaccording to confinement during freezing     

SangYeob Kim  JongSub Lee 《寒旱区科学》2015,7(4):335-339

When water between soil particles is frozen, the strength and stiffness behavior of soils significantly change. Thus, numerous experimental studies in the laboratory have been carried out to characterize the strength and stiffness of frozen soils. The goals of this study are to evaluate the strength characteristics of frozen soils, which underwent confinement in freezing and shearing stages, and to estimate the stiffness variation by shear wave velocity during shear phase. The specimens are prepared in a brass cell by mixing sand and silt with 10% degree of saturation at a relative density of 60%. The applied normal stresses as confining stresses are 5, 10, 25 and 50 k Pa. When the temperature of the specimens is lowered up to-5 °C, direct shear tests are carried out. Furthermore, shear waves are continuously measured through bender elements during shearing stage for the investigation of stiffness change. Test results show that shear strength and stiffness are significantly affected by the confining stress in freezing and shearing phases. This study suggests that the strength and stiffness of frozen soils may be dependent on the confining stresses applied during freezing and shearing.  相似文献   

New interpretation of the Franciscan mélange at San Simeon coast,California: tectonic intrusion into an accretionary prism     

Yujiro Ogawa  Ryota Mori  Toshiaki Tsunogae  Yildirim Dilek  Ron Harris 《International Geology Review》2015,57(5-8):824-842

Many concepts and interpretations on the formation of the Franciscan mélange have been proposed on the basis of exposures at San Simeon, California. In this paper, we show the distribution of chaotic rocks, their internal structures and textures, and the interrelationship between the chaotic rocks and the surrounding sandstones (turbidites). Mélange components, particularly blueschists, oceanic rocks, including greenstone, pillow lava, bedded chert, limestone, sandstone, and conglomerate, have all been brecciated by retrograde deformation. The Cambria Slab, long interpreted as a trench slope basin, is also strongly deformed by fluidization, brecciation, isoclinal folding, and thrusting, leading us to a new interpretation that turbiditic rocks (including the Cambria Slab) represent trench deposits rather than slope basin sediments. These rocks form an accretionary prism above mélanges that were diapirically emplaced into these rocks first along sinistral-thrust faults, and then along dextral-normal faults. Riedel shear systems are observed in several orders of scale in both stages. Although the exhumation of the blueschist blocks is still controversial, the common extensional fractures and brecciation in most of the blocks in the mélanges and further mixture of various lithologies into one block with mélange muddy matrix indicate that once deeply buried blocks were exhumed from considerable depths to the accretionary prism body, before being diapirically intruded with their host mélange along thrust and normal faults, during which retrograde deformation occurred together with retrograde metamorphism. Recent similar examples of high-pressure rock exhumation have been documented along the Sofugan Tectonic Line in the Izu forearc areas, in the Mineoka belt in the Boso Peninsula, and as part of accretionary prism development in the Nankai and Sagami troughs of Japan. These modern analogues provide actively forming examples of the lithological and deformational features that characterize the Franciscan mélange processes.  相似文献   

东风和西风切变环境下西北太平洋热带气旋快速增强特征的对比   总被引：8，自引：6，他引：2       下载免费PDF全文

王伟  余锦华 《大气科学学报》2013,36(3):337-345

利用1980-2009年美国联合台风警报中心(Joint Typhoon Warning Center,JTWC)整编的热带气旋(tropical cyclone,TC)最佳路径资料,定义西北太平洋TC 24 h强度变化达到总体样本96%累积概率的变化值,即35 kn作为TC快速增强的阈值。根据NCEP/NCAR资料将200~850 hPa之间 TC所处的环境纬向风切变(wind shear,WS)划分为东风切变(east wind shear,EWS)和西风切变(west wind shear,WWS)。对比了EWS和WWS环境下快速增强热带气旋(rapid intensification tropical cyclones,RITC)的统计和大尺度环境合成场特征,结果表明,近70%的TC快速增强发生在东风切变环境下。TC快速增强概率最高的月份在9月,初始强度区间为[65,75) kn。大的EWS下,850 hPa有来自南海地区的西南气流为RITC输送充沛水汽,500 hPa、200 hPa高压势力强但脊线位置偏北,RITC流出层温度低于-79 ℃,垂直结构上底层的辐合与高层的辐散也相对较强。大WWS下,850 hPa的水汽主要为来自西北太平洋的东南气流,500 hPa副热带高压断裂为几个分散的中心,200 hPa辐散相对较弱,RITC合成位置位于副热带高压西北侧的西风气流,流出层温度约-76 ℃。  相似文献   

持续寡照对温室番茄开花座果、产量及果实品质的影响     

张继波  薛晓萍  李楠  李鸿怡  江梦圆 《气象与环境学报》2020,36(2):85-91

选取番茄品种“金冠5号”为试材,在日光温室中利用遮阳网设计不同寡照(光合有效辐射,PAR<200μmol·m^-2·s^-1)持续日数(0、1、3、5、7、9 d)及正常光照条件下的恢复试验,研究寡照胁迫对番茄开花座果、产量形成及果实品质的影响。结果表明:持续寡照胁迫造成番茄开花期推迟,开花数和单穗果实数减少,座果率降低,寡照胁迫7—9 d,番茄花期推迟一周左右;寡照胁迫还导致番茄单果重、单株产量、果实直径降低,非商品果率增加,寡照9 d处理番茄单果重、单株产量、果实直径分别较CK低0.04 kg、1.80 kg和1.10 cm,非商品果率较CK高3.1%;寡照胁迫下,番茄单株产量与植株叶片数,叶片气孔导度、蒸腾速率、光合速率等光合参数均呈显著正相关,而与叶片胞间CO 2浓度呈负相关;番茄果实维生素C含量、可溶性糖含量和可溶性蛋白含量随寡照胁迫持续时间增加而降低;而番茄果实抗坏血酸含量、有机酸含量和总酸度则相反,且寡照胁迫持续时间越长,番茄果实抗坏血酸含量、有机酸含量和总酸度越高。研究结论可为定量评估寡照灾害对设施番茄开花座果、产量及品质的影响提供一定依据。  相似文献