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  

贾敬伍  张洪瑞  胡茂德 《岩石矿物学杂志》2014,33(4):726-746

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   

Determination of trace and rare-earth elements in Chinese soil and clay reference materials by ICP-MS   总被引：2，自引：0，他引：2  

Ye Liu  Chunrong Diwu  Yan Zhao  Xiaoming Liu  Honglin Yuan  Jianqi Wang 《中国地球化学学报》2014,33(1):95-102

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   

分层岸滩侧蚀坍塌过程及其水动力响应模拟          下载免费PDF全文

假冬冬  黑鹏飞  邵学军  张幸农 《水科学进展》2014,25(1):83-89

非均质岸滩广泛分布于冲积河流中,其侧蚀过程沿垂向具有分层特点。基于全三维水沙模型及河岸侧蚀坍塌力学模式,提出动态网格跟踪技术,构建了非均质岸滩侧蚀沿垂向差异的三维动力学模拟方法。以连续弯道概化水槽为例,模拟分析了非均质河岸侧蚀过程中三维水流结构的响应特征。研究结果表明:坡脚冲刷后,底部主流向凹岸偏移,在已有弯道环流的基础上,于坡脚处出现一反向次生流;上部粘性土层坍塌后,崩塌土体堆积于坡脚处,上部主流明显左偏,下部次生流消失;随着坡脚堆积体的冲刷搬运,下部主流进一步向凹岸偏移;如此循环,主流不断向凹岸偏移,致使岸坡持续崩退、河道摆动。  相似文献   

Estimation of poromechanical and thermal conductivity properties of unsaturated isotropically microcracked cement pastes     

Benoît Bary 《国际地质力学数值与分析法杂志》2011,35(14):1560-1586

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A virtual experiment technique on the elementary behaviour of granular materials with discrete element method     

Xia Li  Hai‐Sui Yu  Xiang‐Song Li 《国际地质力学数值与分析法杂志》2013,37(1):75-96

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   

Effective block diagonal preconditioners for Biot's consolidation equations in piled‐raft foundations     

K. B. Chaudhary  K. K. Phoon  K. C. Toh 《国际地质力学数值与分析法杂志》2013,37(8):871-892

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   

Overall properties of heterogeneous material   总被引：1，自引：0，他引：1  

J. A. Hudson 《Geophysical Journal International》1991,107(3):505-511

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Effective properties of a cemented or an injected granular material     

A. Benhamida  F. Bouchelaghem  H. Dumontet 《国际地质力学数值与分析法杂志》2005,29(2):187-208

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   

微纳米Ca(OH)₂加固遗址土室内试验研究     

郭青林  李平  张博  裴强强  王彦武  水碧纹  孙满利 《岩土力学》2023,(8):2221-2228

无机材料以兼容性强、耐久性好等特点被广泛应用于土遗址加固,特别疏松结构土遗址加固一直是学界关注的焦点,微纳米Ca(OH)₂具有分子结构小、加固效果显著和耐久性好等特点。以世界文化遗产锁阳城为代表,制备密度为1.5g/cm³的疏松土样,采用浓度为5%、7.5%和10%微纳米Ca(OH)₂的悬浊液滴渗加固,通过透气性、色差、无侧限抗压强度和抗剪强度测试发现,透气性下降值均在2%以内,5%和7.5%微纳米Ca(OH)₂加固后色差ΔE_ab*均小于4,在一定范围内可接受;其中用浓度为7.5%微纳米Ca(OH)₂加固3次后抗压强度和抗剪强度均有提高,无侧限抗压强度增长率为9.8%,土的黏聚力增加了34%,内摩擦角提高了9°;土-水特征曲线表明,微纳米Ca(OH)₂对土的体积收缩率具有较好的抑制作用。扫描电镜、X射线衍射和热重分析发现,微纳米Ca(OH)₂渗透加固后,在碱性环境下发生了的物理化学反应,在物理层面主要通过填充、包...  相似文献   

全球锑原材料贸易格局演化分析     

王春辉  王安建  孙旭 《地球学报》2023,44(2):378-386

随着中国锑矿产量下降以及全球新能源领域对锑需求量的增加, 全球锑原材料供需格局正在改变。对全球锑原材料贸易格局的现状及演化过程开展分析, 有助于世界各国构建弹性的锑原材料供应链。本文基于物质流与复杂网络分析方法, 定量刻画了四类锑原材料(锑矿石、锑金属、锑初级加工品、再生锑)的全球贸易格局(2002—2020年), 分析了典型国家(地区)的锑原材料贸易结构及贸易地位变化特征, 总结了贸易格局的演化规律。研究发现: (1)锑初级加工品是全球最主要的贸易品种, 其贸易量占全球锑原材料总贸易量的一半以上; (2)中国和美国分别是贸易地位排名前两位的国家, 印度、欧盟、韩国是贸易地位上升最快三个国家(地区); (3)欧盟锑金属的进口来源呈现明显的多元化趋势, 显著降低了对中国的进口依赖, 表明欧盟近些年实施的关键原材料多元化进口战略取得了显著成效; (4)中国在全球锑原材料供应格局中的绝对优势地位在下降, 与此同时, 全球锑原材料贸易格局正朝着更加多元的方向发展。  相似文献