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Yu Liu Qiu‐Li Li Guo‐Qiang Tang Xian‐Hua Li 《Geostandards and Geoanalytical Research》2020,44(3):421-437
A combined geochronological and geochemical investigation for the same domain of zircon provides valuable information on timing and genesis, particularly in the case of multi‐growth metamorphic zircon. A high spatial resolution concurrent analytical method for zircon U‐Pb age and rare earth element content was successfully achieved in this study, using a multi‐collector secondary ion mass spectrometer (SIMS) at a ~ 8 μm diameter scale. Special instrument parameters were employed, including a high mass resolution of approximately 15000 applied to replace the previous energy filter method, and a dynamic multi‐collector mode used to reduce the measurement time to 18 min per analysis. Six zircon reference materials yielded precise and accurate 206Pb/238U ages, which are comparable to those obtained by the ordinary mono‐collector method, but with 2–3 times higher spatial resolution. All zircon grains measured in this study showed enriched heavy‐REE (HREE) contents consistent with previously reported values determined by LA and solution ICP‐MS methods. The light‐REE (LREE) mass fractions measured using both SIMS and LA‐ICP‐MS methods in this study, although with quite different volume, show consistent results within uncertainties. 相似文献
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Xuechao Wu Qingzhen Hao B Marković Slobodan Yu Fu Namira Yang Song Zhengtang Guo 《地球科学进展》2020,35(4):363-377
Danube loess, located at the westernmost part of the widespread Eurasian loess belt, is one of the most well-preserved aeolian dust deposits in Europe with the basal age dating back over 1 Ma. Owing to its unique location and formation processes, Danube loess plays an important role in understanding the linkage of climate changes in different climate regimes over Eurasian continent and paleoclimatic changes in middle-high northern latitudes. Major research advances of the Danube loess, including compositions, provenance, chronology, stratigraphy and paleoenvironment changes were systematically reviewed and the focuses of future research were suggested. To better understand loess provenance, the compositions of sediments in all the potential source areas should be investigated, and methodological study of provenance indicators and application of multi-proxies approaches need to be carried out. Chronologically and stratigraphically, feldspar luminescence dating and tephrochronology methods should be widely used, and the establishment of a uniform stratigraphic framework and correlation scheme should be constrained by precise chronology. In terms of the paleoenvironment, it is necessary to conduct high-resolution multi-proxies reconstruction of paleoenviroment for the entire loess-paleosol sequence, extending from the last interglacial period (130 ka to present) to interval of last 1 Ma. The future progress in Danube loess is crucial to improving the study of continental paleoclimate comparison and paleoclimate dynamics over the Eurasian loess region. 相似文献
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基于毛乌素沙区10个气象站1961-2016年观测资料,应用Mann-Kendall方法和t检验法对各气象站年降水量进行了突变检验,借助小波分析讨论了各气象站年降水量的周期特征,根据降水量等值线划分结果对整个研究区分区分析了年、季、月和日尺度上的降水变化特征,并在两个时段上分析了季节性降水的差异。结果表明:毛乌素沙区年降水量空间特征差异明显,东部亚区呈上升趋势,中西部亚区呈下降趋势,但变化趋势不显著且无突变发生;降水年内分配不均,干湿季分明,降水集中在5-9月,夏秋季降水占全年降水比重大,季、月和日尺度降水量存在梯度递减变化;年降水量的年际变化过程存在多重时间尺度的自相似结构;近26年的冬春季降水增加显著,但降水波动幅度小于前30年。 相似文献
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整体式桥台无伸缩缝桥梁(以下简称整体桥)桩基应设计为柔性桩,以保证较好的抗水平变形能力。但是,我国相关规范中判别柔性桩的算法主要应用于单向水平受荷桩,可否沿用至整体桥桩基还有待验证。为此,根据一种特殊设计的桩身变形测量方法,对3根埋深不同的混凝土模型桩进行了低周水平往复位移下的拟静力试验,研究单桩-土体系的抗震性能和相互作用机制。研究表明,水平往复位移下混凝土桩在埋深为3D~6D(D为桩径)范围内开裂;桩的埋深越大,桩身挠曲程度越大、变形特征点位置也越深、桩-土体系的抗弯刚度也越大、水平极限承载力也越高、抗震性能也越强。研究还表明,桩-土体系进入弹塑性阶段后,柔性桩的水平工作性状将逐渐向刚性桩退化。另外,在判别整体桥桩基的水平工作性状时,我国相关规范中的规定偏不安全。实际工程中,建议以Broms方法进行参考计算。 相似文献
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Liao Jianzu Xu Jie Yuan Xiangcheng Liang Yuxian Guo Yajuan Zhou Weihua Huang Hui Liu Sheng Long Aimin 《Ocean Science Journal》2019,54(4):581-593
Ocean Science Journal - The effects of a simulated climate change scenario, i.e., increased ultraviolet radiation (UVR) and dissolved organic carbon (DOC), on the growth and photosynthesis of... 相似文献
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本文对东昆仑夏日哈木退变质榴辉岩开展岩石地球化学和年代学研究,探讨其原岩性质和构造背景。岩石SiO2含量为46.77%~49.31%,Al2O3含量为13.6%~14.6%,TiO2含量为0.93%~2.29%,全碱(K2O+Na2O)含量为1.61%~2.66%,原岩属亚碱性玄武岩系列中的拉斑玄武岩。(La/Yb)N=0.98~1.63,(La/Sm)N=0.98~1.41,δEu=1.10~1.28,稀土元素球粒陨石标准化图呈弱Eu正异常的右倾型,岩石相对富集大离子亲石元素Rb、Ba和不相容元素U,相对亏损高场强元素Zr、Hf,Hf/Th=0.59~0.97,Th/Yb=0.13~0.27,显示其原岩具E-MORB特征。退变质榴辉岩的锆石Th/U比值为0.002~0.091,为变质成因锆石,其锆石SIMS U-Pb年龄为414.2 ±7.3 Ma,代表了退变质榴辉岩的峰变质年龄,结合区域地质背景,认为该岩石形成于早泥盆世早期由碰撞作用向碰撞后伸展作用转换的构造环境。 相似文献
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Yongyang Sun Boris Gurevich Maxim Lebedev Stanislav Glubokovskikh Vassili Mikhaltsevitch Junxin Guo 《Geophysical Prospecting》2019,67(4):888-899
Quantifying the effects of pore-filling materials on elastic properties of porous rocks is of considerable interest in geophysical practice. For rocks saturated with fluids, the Gassmann equation is proved effective in estimating the exact change in seismic velocity or rock moduli upon the changes in properties of pore infill. For solid substance or viscoelastic materials, however, the Gassmann theory is not applicable as the rigidity of the pore fill (either elastic or viscoelastic) prevents pressure communication in the pore space, which is a key assumption of the Gassmann equation. In this paper, we explored the elastic properties of a sandstone sample saturated with fluid and solid substance under different confining pressures. This sandstone sample is saturated with octadecane, which is a hydrocarbon with a melting point of 28°C, making it convenient to use in the lab in both solid and fluid forms. Ultrasonically measured velocities of the dry rock exhibit strong pressure dependency, which is largely reduced for the filling of solid octadecane. Predictions by the Gassmann theory for the elastic moduli of the sandstone saturated with liquid octadecane are consistent with ultrasonic measurements, but underestimate the elastic moduli of the sandstone saturated with solid octadecane. Our analysis shows that the difference between the elastic moduli of the dry and solid-octadecane-saturated sandstone is controlled by the squirt flow between stiff, compliant, and the so-called intermediate pores (with an aspect ratio larger than that of compliant pore but much less than that of stiff pores). Therefore, we developed a triple porosity model to quantify the combined squirt flow effects of compliant and intermediate pores saturated with solid or viscoelastic infill. Full saturation of remaining stiff pores with solid or viscoelastic materials is then considered by the lower embedded bound theory. The proposed model gave a reasonable fit to the ultrasonic measurements of the elastic moduli of the sandstone saturated with liquid or solid octadecane. Comparison of the predictions by the new model to other solid substitution schemes implied that accounting for the combined effects of compliant and intermediate pores is necessary to explain the solid squirt effects. 相似文献