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121.
Homogeneity testing of candidate reference materials requires distinguishing the effects of measurement uncertainty of the analytical method from true compositional variations within the material. Many in situ microanalytical techniques do not allow classical ANOVA homogeneity testing due to the infeasibility of truly replicated analyses on the same analysis volume. This also applies to the analysis of beam-sensitive and light element-bearing materials by electron probe microanalysis (EPMA). This reality has led me to reconsider the homogeneity index approach used in the testing of microanalytical reference materials by EPMA. Based on statistical considerations, I show that the homogeneity index is suitable for statistical significance testing using F and chi-squared statistics and allows estimating the contribution of compositional heterogeneity to the total uncertainty budget of the referenced values. However, there are problems of bias and masking of small compositional variations by measurement uncertainty. This contribution shows the strong impact of the total number of measurements on the resolution of a microanalytical homogeneity study and discusses how to quantify the relative contribution of heterogeneity to the total uncertainty budget. I present an example of EPMA to illustrate this approach and show some pitfalls and limitations in its application.  相似文献   
122.
国际标准物质数据库COMAR及有证标准物质   总被引:2,自引:1,他引:1  
王巧云 《岩矿测试》2014,33(2):155-167
有证标准物质(CRMs)是具有准确量值的测量标准,在分析方法研究和评价、定性和定量分析、矿产勘查、仲裁检验、质量监督检验等领域发挥着重要的作用。20世纪80年代成立的国际标准物质数据库(COMAR)是目前国际上最大的CRMs数据库,收录来自25个成员国274个生产机构提供的CRMs数量超过10200种。本文从CRMs的数量、分类、发展变化等角度全面评述了国际数据库COMAR,阐述了欧盟组织、美国、中国、日本、澳大利亚等成员国的标准物质研究情况。英、美、法、德等国家的标准物质研究开展较早,研究水平高,处于世界领先地位;中国、日本等亚洲国家标准物质的发展虽起步晚,但发展迅速,已成为向COMAR提供CRMs最多的两个国家,分别为1194种和1456种(截至2013年8月)。COMAR建立以来,工业、有色金属和物理特性三大传统应用领域的CRMs占COMA数据库总CRMs的份额一直较大,比例始终保持50%以上,其中工业领域的CRMs数量最多,占19%;有机、生物与临床类CRMs所占份额最少,仅为7%和3%。随着社会需求的增加,生物与临床、生活质量领域标准物质成为未来标准物质发展的热点方向。本文指出,未来标准物质的发展将由过去的钢铁、有色金属、物理特性等传统领域逐渐转向食品安全、环境保护、气候变化、临床医学、制药产业、生物能源等新兴领域,标准物质的研究制备、定值及不确定度将面临新的技术挑战。  相似文献   
123.
脉状铅锌(铜、银)多金属热液矿床研究进展   总被引:1,自引:0,他引:1  
目前在矿床学分类研究中对沉积岩容贱金属矿床的命名和分类尚未统一,其中一类赋矿围岩为沉积岩、矿体受构造(断层、褶皱等)控制呈脉状产出的、成矿金属为铅锌铜银多金属的矿床成为缺失环节,缺少系统的归纳总结。但该类矿床是造山作用的产物,对其进行归纳综合分析,有助于了解造山作用中的矿质迁移和沉淀过程。本文将该类矿床资料收集,对其成矿特征、控矿构造、成矿流体、矿质来源等进行分析总结。研究表明,此类矿床与造山作用或造山带有着紧密的联系。成矿物质表现为多源性,包括基底围岩、岩浆来源以及幔源贡献。成矿流体具有岩浆流体、变质流体、盆地卤水等多种来源,部分矿床的成矿流体受大气水影响。该类型矿床与MVT铅锌矿床有相似之处,但在成矿环境、控矿因素、金属来源以及成矿流体来源等方面有较大差异。  相似文献   
124.
Inductively coupled plasma mass spectrometry(ICP-MS) has become a powerful tool for providing reliable analytical results in many laboratories around the word. In this study, the mixture of HF and HNO3 acids in high-temperature and high-pressure closed-vessel digestion technique were used to decompose some Chinese reference materials, and thirty seven elements were determined by ICP-MS. Most of the results for Chinese soil reference materials were found to be in reasonable agreement with the reference values, except Cs, Ta, Li, Ge, Zn, Nd, Tb and Ta whose values need to be revised. Their precisions were typically lower than 5% RSD. However, the Precisions of Chinese clay reference materials, especially for GBW03102 and GBW03102a, were significantly different with reference values, probably reflecting the existence of a coarser-grained fraction(70 μm) in samples, and the formation of fluorides in Al-rich samples during sample decomposition by using the mixture of HF and HNO3 acids. Moreover, thirty-seven trace elements covering the mass range from Li to U in four Chinese clay reference materials were firstly provided with good precision and accuracy in this study.  相似文献   
125.
探讨网络视频应用于建设工程监管领域的系统建设,介绍了系统框架、数据建设、功能设计和技术路线,以重庆市重点建设工程为例进行项目开发并在建委系统取得了试用,最后指出全过程、多传感、集成的体制性建设工程监管系统是未来趋势。  相似文献   
126.
127.
Multi‐scale investigations aided by the discrete element method (DEM) play a vital role for current state‐of‐the‐art research on the elementary behaviour of granular materials. Similar to laboratory tests, there are three important aspects to be considered carefully, which are the proper stress/strain definition and measurement, the application of target loading paths and the designed experiment setup, to be addressed in the present paper. Considering the volume sensitive characteristics of granular materials, in the proposed technique, the deformation of the tested specimen is controlled and measured by deformation gradient tensor involving both the undeformed configuration and the current configuration. Definitions of Biot strain and Cauchy stress are adopted. The expressions of them in terms of contact forces and particle displacements, respectively, are derived. The boundary of the tested specimen consists of rigid massless planar units. It is suggested that the representative element uses a convex polyhedral (polygonal) shape to minimize possible boundary arching effects. General loading paths are described by directly specifying the changes in the stress/strain invariants or directions. Loading can be applied in the strain‐controlled mode by specifying the translations and rotations of the boundary units, or in the stress‐controlled mode by using a servo‐control mechanism, or in the combination of the two methods to realize mixed boundary conditions. Taking the simulation results as the natural consequences originated from a complex system, virtual experiments provide particle‐scale information database to conduct multi‐scale investigations for better understanding in granular material behaviours and possible development of the constitutive theories provided the qualitative similarity between the simulation results from virtual experiments and observations on real material behaviour. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
128.
The finite element (FE) simulation of large‐scale soil–structure interaction problems (e.g. piled‐raft, tunnelling, and excavation) typically involves structural and geomaterials with significant differences in stiffness and permeability. The symmetric quasi‐minimal residual solver coupled with recently developed generalized Jacobi, modified symmetric successive over‐relaxation (MSSOR), or standard incomplete LU factorization (ILU) preconditioners can be ineffective for this class of problems. Inexact block diagonal preconditioners that are inexpensive approximations of the theoretical form are systematically evaluated for mitigating the coupled adverse effects because of such heterogeneous material properties (stiffness and permeability) and because of the percentage of the structural component in the system in piled‐raft foundations. Such mitigation led the proposed preconditioners to offer a significant saving in runtime (up to more than 10 times faster) in comparison with generalized Jacobi, modified symmetric successive over‐relaxation, and ILU preconditioners in simulating piled‐raft foundations. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
129.
Overall properties of heterogeneous material   总被引:1,自引:0,他引:1  
  相似文献   
130.
In this paper the macroscopic elastic properties of injected or cemented sands are derived from the characteristics of the constituents and the analysis of the microstructure using a multi‐scale modelling approach. Particular interest is given to the choice of the representative elementary volume, by relying on existing microstructural data. The periodic homogenization is adopted and required numerical solutions are performed by the finite element method. An assessment of the validity of the multi‐scale approach is achieved through comparison with theoretical and experimental results on cemented and injected granular media reported in the literature. The capabilities of the model are also used to investigate the influence of geometrical and mechanical microscale parameters on the macroscopic behaviour of the treated materials. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   
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