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991.
南堡凹陷沉积岩化学元素分布特征及多元统计方法研究 总被引:2,自引:0,他引:2
对南堡凹陷Ed1亚段、Ng下、Ng上、Nm底地层的75个沉积岩样品进行了主量、微量元素分析,结果表明粒度效应造成砂岩和泥岩元素丰度明显不同,砂岩除富集K、Na、Sr、Ba、Si外,其余元素均较泥岩亏损.根据地层垂向上元素丰度由高—低—高的变化规律,可将这4个亚段分为Ed1、Ng下和Ng上、Nm底3个阶段,与凹陷构造演化特征响应.因子分析、聚类分析等多元统计方法表明,表生环境中元素具有不同的迁移富集规律,Ca、Na、Sr等具有较强的活动性,Zr、Hf等少数元素则在粗粒级中含量较高,而其余元素则多在黏土粒级中富集.元素在表生环境中地球化学行为的不同主要受化学结构特征控制,沉积环境对其也有影响. 相似文献
992.
993.
W.L. Griffin N.I. Fisher J.H. Friedman C.G. Ryan 《Journal of Geochemical Exploration》1997,59(3):233-249
A database of 1267 quality-screened major- and trace-element analyses of chromites (s.l.) from kimberlites, lamproites, ultramafic lamprophyres (UMLs) and crustal sources (‘greenstones’, including ophiolites, gabbros, basalts and komatiites) has been subjected to statistical analysis, in order to derive discriminants for use in diamond exploration. The techniques used included nearest-neighbour analysis, CART (classification and regression trees) and MARS (multivariate adaptive regression splines). The results show that both CART and MARS approaches can correctly discriminate kimberlite/lamproite chromites from UML/‘greenstone’ chromites at levels near 90%. Discrimination into the four classes separately is achieved at levels of ca. 80% by MARS and > 70% by CART; much of the misclassification is between the kimberlite and lamproite classes. These results probably represent the maximum probable level of discrimination on chemical criteria, given that ascending magmas may sample both mantle and crustal rocks. The CART approach produces a classification tree that requires no further computation to classify a given grain; the MARS approach requires the use of a simple software package. Tests on known samples illustrate the high level of accuracy of the methods in an exploration context, as well as the useful petrogenetic conclusions that can be drawn from some ‘misclassifications’. 相似文献
994.
995.
岩石和矿石中的Au含量和稀土元素特征表明,小塔子沟金矿的矿质来源比较复杂,热液流经太古宙变质杂岩和花岗斑岩、闪长玢岩等脉岩时,从中获得金等成矿物质,并且北大山二长花岗岩形成时活化转移的金等成矿物质,也为成矿提供了物质来源。Au/Ag比值和(As+Sb)-(Cu+Pb+Zn)图解显示,北大山二长花岗岩提供了成矿所需热源,已发现的主要矿体都在该花岗岩南部,距北大山二长花岗岩南1~3 km范围是寻找新的平行富矿体的最有利地段。规模最大的1号矿脉,成矿温度变化区间比较宽(160~400℃),流体的盐度(w(NaCl))变化范围也大(0%~9%),沸腾作用明显;而在规模较小的矿脉中,温度比较高(280~400℃),盐度(w(NaCl))比较低(<5%)。 相似文献
996.
土体是一种颗粒物质,其强度与变形特性具有显著的颗粒尺度效应。根据土体颗粒间的连结性状和微重比,将土颗粒划分为基体颗粒与加强颗粒。构建了反映土体内部材料信息和颗粒特征信息的土体胞元,基于应变梯度理论建立可以描述土体颗粒尺度效应的土体胞元模型。设计一系列饱和重塑土的直接快剪试验以研究土体直剪力学特性的颗粒尺度效应,并定量计算了土体胞元模型的应变梯度和內禀尺度等微细观计算参数。试验结果表明,土体的剪切屈服应力随加强颗粒体积比和平均应变梯度的增加而增加,且与加强颗粒体积比呈近似线性关系,与平均应变梯度呈抛物线关系;加强颗粒粒径对土体的剪切屈服应力影响不明显。土体剪切屈服应力的试验结果与土体胞元模型的预测结果一致。 相似文献
997.
This paper presents the relationships between some numerical methods suitable for a heterogeneous elliptic equation with application to reservoir simulation. The methods discussed are the classical mixed finite element method (MFEM), the control-volume mixed finite element method (CVMFEM), the support operators method (SOM), the enhanced cell-centered finite difference method (ECCFDM), and the multi-point flux-approximation (MPFA) control-volume method. These methods are all locally mass conservative, and handle general irregular grids with anisotropic and heterogeneous discontinuous permeability. In addition to this, the methods have a common weak continuity in the pressure across the edges, which in some cases corresponds to Lagrange multipliers. It seems that this last property is an essential common quality for these methods.
T.F. Russell: Partially supported by the National Science Foundation Grant Nos. DMS-0084438 and DMS-0222300. 相似文献
998.
论文根据磁浮交通道岔梁的结构及受力特点,通过建立合理的瞬态动力学数值模型,把列车作为高速运行的荷载动态作用于道岔梁上。采用瞬态拟动力学方法模拟钢结构梁动力响应特性。研究了道岔梁上关键点位置相应的振幅、反应加速度及其时效特性。通过计算比较精确地获得工程实际中最为关注的梁的最大振动位移和加速度。研究成果可为高速磁浮实际工程设计提供借鉴。 相似文献
999.
The interaction of carbon dioxide and amorphous water ice at 95 K is studied using transmission infrared spectroscopy. Samples are prepared in two ways: co-deposition of the gases admitted simultaneously or sequential deposition, in which amorphous water ice (ASW) is grown first and CO2 vapor is added subsequently. In either case, a fraction of the CO2 molecules is found to interact with water in a way that gives rise to shifts and splittings in the infrared bands with respect to those of a pure CO2 solid. In co-deposition experiments, a larger amount of carbon dioxide is trapped within the amorphous water than in sequential deposition samples, where a substantial proportion of molecules appears to be trapped in macropores of the ASW. The specific surface area of sequential samples is evaluated and compared to previous literature results. When the sequential samples are heated to 140 K, beyond the onset temperature at which water ice undergoes a phase transition, the CO2 molecules at the pores relocate inside the bulk in a structure similar to that found in co-deposited samples, as deduced by changes in the shape of the CO2 infrared bands. 相似文献
1000.
Forced vibration field tests and finite-element studies were conducted on the Shahid Rajaee concrete arch dam in Northern Iran to determine the dynamic properties of the dam–reservoir–foundation system. The first forced vibration tests on the dam were performed with two different types of exciter units, with a limited maximum force, bolted on the dam crest for alternative in-phase and out-of-phase sequencing. Because of an insufficient number of recording sensors, two arrangements of sensors were used to cover sufficient points on the dam crest and one gallery during tests. Two kinds of vibration tests, on–off and frequency sweeping, were carried out on the dam. The primary natural frequencies of the coupled system for both symmetric and anti-symmetric vibration modes were approximated during on–off tests in two types of sequencing of exciters, in phase and out-of-phase, with a maximum frequency of 14 Hz. The principal forced vibration tests were performed at precise resonant frequencies based on the results of the on–off tests in which sweeping around the approximated frequencies at 0.1 Hz increments was performed. Baseline correction and suitable bandpass filtering were applied to the test records and then signal processing was carried out to compute the auto power, cross power and coherence spectra. Nine middle modes of vibration of the coupled system and corresponding damping ratios were estimated. The empirical results are compared against the results from calibrated finite-element modeling of the system using former ambient vibration tests, considering the dam–reservoir–foundation interaction effects. Good agreement is obtained between experimental and numerical results for eight middle modes of the dam–reservoir–foundation system. 相似文献