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41.
Ca-rich Garnet-Clinopyroxene Rocks at Hujialin in the Su-Lu Terrane (Eastern China): Deeply Subducted Arc Cumulates? 总被引:3,自引:0,他引:3
Layers of Ca-rich garnetclinopyroxene rocks enclosedin a serpentinite body at Hujialin, in the SuLu terraneof eastern China, preserve igneous textures, relict spinel ingarnet, and exsolution lamellae of Ca-rich garnet, ilmenite/magnetite,Fe-rich spinel, and also amphibole in clinopyroxene. In termsof their major and trace element compositions, the studied samplesform a trend from arc cumulates towards FeTi gabbros.Reconstructed augite compositions plot on the trend for clinopyroxenein arc cumulates. These data suggest that the rocks crystallizedfrom mantle-derived magmas differentiated to various extentsbeneath an arc. The Ca-rich garnet + diopside assemblage isinferred to have formed by compressing Ca-rich augite, whereasthe relatively Mg-rich cores of garnet porphyroblasts may haveformed at the expense of spinel. The protolith cumulates weresubducted from near the crustmantle boundary (c. 1 GPa)deep into the upper mantle (4·8 ± 0·6 GPaand 750 ± 50°C). Negatively sloped PT pathsfor the garnetclinopyroxene rocks and the corollary ofcorner flow induced subduction of mantle wedge peridotite arenot supported by the available data. Cooling with, or without,decompression of the cumulates after the igneous stage probablyoccurred prior to deep subduction. KEY WORDS: arc cumulates; Ca-rich garnet; garnetclinopyroxene rocks; SuLu terrane; UHP metamorphism 相似文献
42.
吐拉苏火山盆地中与金成矿有关的热液富含K^+、Na^+、F、SO4^2-和N2、O2等,是一种主要来源于岩浆.火山的热液,有大气水参于的次生热液.平均均一温度96~158℃,平均盐度0.26%~1.08%,热液活动深度0.26~0.67km,具有低温、低盐度、在地壳浅部活动的基本特征.热液活动生成围绕金矿体由内向外环状展布的黄英岩化、高级泥化、泥化和绿泥石碳酸盐化4个围岩蚀变带.与其有关的金成矿期分为原生沉积富集和次生热液交代蚀变2期,后者包括毒砂黄铁矿化、面状硅化、脉状硅化和绿泥石碳酸盐化4个成矿阶段.金富集成矿主要与黄英岩化蚀变带和面状硅化、脉状硅化2个成矿阶段密切相关. 相似文献
43.
藏北的若拉岗日岩群,因处于拉竹龙-金沙江缝合带南缘,其成生背景及构造属性历来倍受关注。白头山、岗盖日、狮头山等地的若拉岗日岩群主要为一套变质中基性火山岩系,不同地段夹杂大理岩、变质砂板岩、硅质岩、超基性岩等小岩片或块体,分别具有洋岛型、洋脊型及岛弧型火山岩的基本特征,并构成白头山西以岛弧火山岩为主的弧火山岩片,岗盖日以洋脊型变玄武岩为主夹杂硅质岩、超基性岩小岩片而共同组成的蛇绿混杂岩片及白头山、狮头山以洋岛型火山岩为主夹杂碳酸盐岩块体的大洋海山岩片,从而指出该区若拉岗日岩群为一套不同构造属性的火山岩与大理岩、硅质岩、超基性岩等相伴的构造混杂岩,其中既有某大洋的产物,又有某洋岛及陆缘岛弧的产物。 相似文献
44.
45.
白云鄂博碳酸岩型REE-Nb-Fe矿床——一个罕见的中元古代破火山机构成岩成矿实例 总被引:16,自引:4,他引:16
白云鄂博碳酸岩型REE-Nb-Fe矿床是世界上最大的稀土矿床。稀土矿石产于整个白云石碳酸岩体和部分脉状碳酸岩中。对比世界上20余个火成碳酸岩地区的特征后发现,白云鄂博地区完全具备国外火成碳酸岩区的地质特征。在岩石、矿石组合上,本区也发育一套碳酸岩+超基性岩+碱性基性岩(含基性熔岩)+碱性岩+稀土矿石+铁矿石组合;在矿物组合上,以白云石为主,方解石次之,伴生一套碱性闪石、长石、霓石、磷灰石、萤石、磁铁矿、稀土矿物组合;在全岩化学成分、微量元素、稀土元素和Sr、Nd、Pb、C、O同位素上,这些岩石具有一定的亲缘关系,有着共同的来源;在岩体的形态与岩石组构上,它们以岩席、岩筒和脉岩的形式出现,并发育有强烈的熔离作用与流动构造;在区域构造上,发育隐伏穹窿构造、岩筒构造和巨型断裂汇聚构造。综合分析上述特征表明:白云鄂博地区具有中元古代破火山机构的痕迹,赋矿白云石碳酸岩体则是顺层侵入的火成碳酸岩体,东矿、主矿可能是一个火山颈构造控矿,而赋矿白云石碳酸岩体西南侧的苏木图矿床则是隐伏岩筒构造控矿。 相似文献
46.
准噶尔盆地基底火山岩中的辉石及其对盆地基底性质的示踪 总被引:4,自引:0,他引:4
根据钻井和航磁资料,准噶尔盆地基底可划分为西、北、南三区。3个地区火山岩中辉石的化学成分、种属名称各不相同。辉石化学成分反映出来的寄主岩的碱度、碱度演化趋势以及寄主岩形成的构造环境、构造环境演化史均各有差异,佐证了准噶尔盆地基底是由哈萨克斯坦板块东南缘、西伯利亚板块西南缘和塔里木板块北缘增生大陆拼合而成。其中西、北两区拼合较早,早石炭世末的早海西运动时抬升成陆;南区成陆较晚,晚古炭世末的晚海西运动使南区与西、北两区联合大陆对接,形成完整的准噶尔盆地海西褶皱基底。 相似文献
47.
48.
青藏高原北羌塘半岛湖新生代粗面玄武岩橄榄石电子探针和激光探针分析 总被引:4,自引:0,他引:4
利用电子探针和激光探针剥蚀系统(LA-ICP-MS),对北羌塘新第三纪粗面玄武岩中的橄榄石主元素和微量、稀土元素进行了系统分析。结果表明,本区橄榄石Fo平均为88,属贵橄榄石种属。相对富集Ni、Co和重稀土,而强烈亏损轻稀土及Rb、Sr、Ba、Zr等大离子亲石元素。其稀土元素配分型配分型式与粗面玄武岩全岩稀土配分型式呈互补状态。 相似文献
49.
The deformation pattern and the dynamics of the southern sector of the Aeolian archipelago are investigated. A study on the ground deformation, measured over the last 20 years in the trilateration geodetic network between the islands of Vulcano and Lipari, has been conducted. Analysis of the relative displacements and the uniform strain tensor parameters, as well as the comparison between areal dilatation and the vertical variations deduced by precise levelling, allow distinguishing different phases associated both with the regional dynamics and the local volcanic context of the area. These phases, however, appear to be closely interrelated. The analysis of the deformation pattern allows to constrain the predominance of a roughly E–W trending extension and a N–S contraction at a regional scale. This regime is consistent with right-lateral movements along a NW–SE striking fault system. 相似文献
50.
Giant landslides are significant hazards associated with many active volcanic edifices. We describe a similar feature on ancient (>4 Ma) volcanic deposits subject to active tectonism. The landslide is approximately 3 km long by 1 km wide, with an estimated depth of 400 m. Side margins are straight and parallel, mimicking regional structure; narrow valleys incised down these margins provide low-strength side-release surfaces. Between these is a giant slump consisting of at least four, largely intact, discrete blocks that have moved down-dip a distance of >500 m. A series of flows with areal extents ranging from 0.01 to 0.5 km2 extends from the front of the failure. The materials represent an eroded sequence of andesite flows on the flanks of a stratovolcano. These have undergone two phases of hydrothermal alteration, and are deeply weathered to low-density (1040±80 kg m−3) silt (59%) and clay (35%) materials with strength properties typical of weathered silts (c=26±3 kN m−2; φ=42±8°). The size and location of this landslide preclude detailed geotechnical investigation of the failure. The worth of numerical stability analysis as an alternative technique in assessing the nature of the failure and hence the risk it poses to nearby communities is investigated. Sensitivity analysis identified likely conditions under which initial failure may have occurred: analyses for sensitivity to strength and earthquake acceleration needed conversion to critical combinations (F=1.0) of water table and strength/acceleration to remove the overriding influence of water table fluctuations. Failure was likely initiated either by a high water table level (83-84%), or some combination of intensity VII-IX earthquake waves together with water table heights of 40-80%. A general hazard assessment indicates that the risk associated with creep and catastrophic failure of the main mass is small, whereas the risk from flow failures near the toe of the landslide may be high. Important parameters (hydrological regime, flow failure morphology, age of initiation, and rates of movement) requiring closer investigation are identified. Development of a model is crucial to assessing the hazard associated with a feature such as that described here. With limited resources, a detailed stability analysis is a powerful tool as an initial stage in hazard analysis. 相似文献