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提高金矿地质样品制样质量的途径 总被引:6,自引:0,他引:6
金矿地质样品制备过程中,粒度和质量是保证样品代表性的关键,在此基础上,把握好样品缩分,细碎工艺2个环节,即可获得较为理想的分析样品,提高金矿地质样品制样质量应增加样品采集次数,有效控制损失率,建立快速高效的质量反馈机制,从而进一步提高“采加化”工作质量。 相似文献
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哈西金矿位于新疆托里县哈图金矿的西南部,是近期发现的一个具有较大成矿潜力的金矿。矿体受北东向安齐断裂控制,长短不一,厚度为0. 10~3. 42 m,Au品位为0. 17~64. 60 g/t,主要赋存在石炭系太勒古拉组中,且与玄武岩关系密切。原生矿石可分为蚀变岩型及石英脉型两种,矿石矿物主要有黄铁矿、毒砂、黄铜矿、辉砷镍矿和自然金等。根据矿物共生组合规律,可将金矿形成的过程划分为2个成矿期次(热液期、表生期)和4个成矿阶段(石英-硫化物阶段、石英-硫化物-自然金阶段、碳酸盐阶段、氧化阶段)。自然金主要赋存形式为裂隙金、包裹金和粒间金,其成色平均为954. 19‰,粒径主要集中在20~50μm之间,属于显微金。 相似文献
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湖南黄金洞金矿毒砂中Au赋存状态的电子探针研究 总被引:1,自引:0,他引:1
本文利用JXA-8800M超大型电子探针,以湖南黄金洞金矿含金毒砂为研究对象。利用金特征X-射线扫描方法和微区含金含量,对不可见金赋存状态的研究方法和温试条件进行了探索,先观察背散射电子图像,排除金在含金矿物毒砂中呈显显微颗粒存在的可能性,继而用LiF晶体测定金L=88.76Lal峰位,然后逐渐放大倍数(x300,x1000,x5000,x30000,x200000)进行金特征,X-射线连续测量,,结果发现金元素总
是均匀分布在重砂中,从而证实了金呈品格金形式存在的推测。 相似文献
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含粗粒金矿石品位分析试样的加工制备 总被引:2,自引:1,他引:2
本文介绍了加工制备含粗粒金矿石的分析样品。对矿石含金品位低、脉石矿物硬度比较小类型的金矿全巷大样,在加工制样中筛上收>0.5mm大粒金。粒度<0.5mm矿石经缩分取样,用重选(摇床)富集粗粒金,分别检测结果,最终计算矿石总含金品位。实践表明,经本法加工试样检测结果所计算的金品位具有可靠性。 相似文献
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含粗粒金矿,由于粗粒金的存在使其样品的采集、加工和分析极具挑战性,如何获得具有代表性和均匀性的化学分析样品,并提供准确的分析结果,长期以来一直是该类金矿资源勘查评价急待解决的技术难题。本文对近年来国内外含粗粒金矿样品的采集、加工和分析方法等3方面开展的研究工作及主要成果进行归纳分析,认为:1含粗粒金矿样品的采集是确保样品代表性的首要环节,含粗粒金矿样品分析结果的潜在误差有80%来源于样品采集,因此研究经济、有效的样品采集方法至关重要。2含粗粒金矿样品的加工主要从提高自然金的粉碎度,改进加工流程,选择样品加工设备等方面进行,但查明金的粒度分布及伴生矿物是拟定样品加工流程的关键。3含粗粒金矿样品的分析方法有常规的化学分析方法、批量浸金法和人工重砂加权平均法,相对于复杂的加工流程研究,后者有望成为此类样品经济有效的分析方法。本文指出,含粗粒金矿资源评价质量的误差来源于地质、采样、加工、分析等诸多方面,总体而言应最小化所有阶段误差,应特别重视样品采集方法的研究,确保采集样品的代表性是提高该类金矿资源评价质量的前提。 相似文献
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目前地球化学样品分析管理和质量监控系统多为单机版程序。文章介绍基于.net framework 3.5、以Microsoft Visual Studio 2005为开发工具、以Microsoft SQL server 2005为数据库服务器、采用ADO数据库访问技术的地球化学样品分析管理和质量监控系统。系统包括基于C/S体系结构的地球化学样品分析管理与质量监控子系统和基于B/S体系结构的分析任务下载与分析结果上传Web子系统,在网络上实现从样品接收、重新编号、分配任务、数据上传到质量监控的所有功能。系统的核心功能是管理地球化学样品分析过程中的任务和数据,进行质量监控。程序调试的结果表明,数据传输和处理准确无误,各功能模块均达到设计要求。 相似文献
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Ludmila Ph. Paradina Natalie N. Kulikova Alexander N. Suturin Yelena V. Saibatalova 《Geostandards and Geoanalytical Research》2004,28(2):225-232
Procedures for sampling, sample preparation and ICP-MS analysis of endemic sponges from Lake Baikal have been developed. Sample decomposition was carried out using an open acid decomposition with ultrasound treatment. The distribution of nineteen elements (Mg, Al, P, Ca, Ti, Mn, Co, Ni, Cu, Rb, Sr, Y, Cd, Ba, La, Ce, Pb, Th and U) in different parts of a sponge's body (outer and inner layers and layers adjacent to the substratum) was studied. Detection limits were determined; these ranged from 0.013 to 4.12 μg g-1 for trace elements and from 23 to 130 μg g-1 for biogenic elements. The degree of elemental uptake by living substances is discussed with regard to the environment. 相似文献
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地球化学调查样品测试异常值抽查方法的优化 总被引:1,自引:2,他引:1
分析了目前常用的地球化学调查样品测试中异常抽查的几种方法的优缺点,提出和论证了抽查方法的优化途径和合理性以及一些应注意的问题。 相似文献
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This paper describes the development, design and use of a large diameter sampling tube. High quality test specimens are essential
for the investigation of mechanical properties of a soil for high risk projects and when complex and expensive testing methods
are to be used. Block sampling is recommended to give the highest sample quality for clayey soils, however, extracting blocks
of normally consolidated lacustrine silty clay without excessive disturbance was challenging due to the inherent structure
of the soft varved silty clay and difficulty in maintaining Ko conditions, as well as no vertical strain, in the sample. A new sample tube, with an inner diameter of 196 mm, an area ratio
of 4% and an outer cutting-edge angle of 11° was designed to offer a larger cross sectional area than conventional thin walled
sampling tubes, to provide the necessary side support and to prevent water ingress at the sides of the sample. The length-diameter
aspect ratio was 1.275 to optimise the amount of clay sampled for subsequent testing and in an attempt to minimize the pressure
in front of the tube. Samples were taken in initially newly excavated trenches at a depth of c. 1 m with this new sampler
and with conventionally sampled soil specimens, prior to the main testing programme with samples from 6 m depth. A comparative
study was then performed including preliminary unconsolidated unconfined compression tests followed by anisotropically consolidated
undrained triaxial compression tests. It was important to establish whether this approach had led to an improvement in sample
quality prior to embarking on an extensive triaxial stress path testing programme on this varved soil (Messerklinger, Non-linearity
and small strain behaviour in lacustrine clay, 2006; Messerklinger and Springman, Geotech Test J 30(6), 2007; Messerklinger
and Springman, Geotech Geol J, 2008). The results showed that the undrained shear strength of the specimens from the new sampler
was consistently around 20% higher than that of specimens extruded from conventional thin walled tube samplers. This confirmed
that samples with a significantly higher quality could be extracted from normally consolidated, fine grained, varved lacustrine
deposits with this large diameter ‘block’ sampling tube. 相似文献