The anomalous radiation force of light on a left-handed material

This paper derives the force of the electromagnetic radiation on left-handed materials (LHMs) by a direct application of the Lorentz law of classical electrodynamics. The expressions of radiation force are given for TE-polarised and TM-polarised fields. The numerical results demonstrate that electromagnetic waves exert an inverse lateral radiation force on each edge of the beams, that is, the lateral pressure is expansive for TE-polarised beams and compressive for TM-polarised beams. The investigation of the radiation force will provide insights into the fundamental properties of LHMs and will provide to better understanding of the interaction of light with LHMs.     

环境样品中甲基汞的检测方法综述

综述了常用的环境样品中甲基汞的检测方法和检测步骤,认为在实际的甲基汞检测过程中,选择或评价所选用检测方法的原则通常是,在确保检测限的基础上,首选考虑检测结果的精确度如何,而快捷方便、经济实惠的检测技术也是现实运用中的实际需要。作为定量检测,GC分别与AAS、AES、AFS的联用是目前较常用的技术,而与ICP-MS或ID-ICPMS的联用,在今后的实际检测中将得到更广泛的运用。生物传感器检测到的汞一般是生物可利用的汞,降低其检测限并将其作为对污染水体与沉积物检测的重要方法,也是今后研究的重点。总之,在人类对环境安全和身体健康日益重视的今天,发展高灵敏度、高准确度、快速方便和低成本的检测技术是未来甲基汞检测的重要发展方向。     

滇东昆阳磷矿成矿物质来源及其沉积环境

昆阳磷矿位于滇池西南部,为探讨该磷矿的成矿物质来源及其沉积环境,从岩相学和元素地球化学两方面对磷矿石展开了研究.研究结果显示,磷块岩矿石的主要矿物成分为胶磷矿,矿体w(P2 O5)平均含量为26.16％,磷块岩P2 O5含量由地表向地下沿倾向逐渐降低,酸不溶物含量逐渐增加,在垂直剖面上,矿区中部P2 O5含量相对上部和...     

Stress‐dependent hardening and failure surfaces of dry sand

During several triaxial compression experiments on plastic hardening, softening, and failure properties of dense sand specimens, it was found on various stress paths that the size of the failure surface was not constant. Instead, it changed depending on the current state of hydrostatic pressure. This finding is in contrast to the standard opinion consisting of the fact that the failure surface remains constant, once it has been reached during an experiment or in situ. In general, the behaviour of cohesionless granular‐material‐like sand is somehow characterised in between fluid and solid, where the solid behaviour results from the angle of internal friction and the confining pressure. Although the friction angle is an intrinsic material property, the confining pressure varies with the boundary conditions, thus defining different solid properties like plastic hardening, softening, and also failure. Based on our findings, it was the goal of the present contribution to introduce an improved setting for the plastic strain hardening and softening behaviour including the newly found yield properties at the limit state. For the identification of the material parameters, a complete triaxial experimental analysis of the tested sand is given. The overall elasto‐plasticity concept is validated by numerical computations of several laboratory foundation‐ and slope‐failure experiments. The performance of the proposed approach is compared with the standard concept of a constant failure surface, where the corresponding yield surfaces are understood as contours of equivalent plastic work or plastic strain. Copyright © 2012 John Wiley & Sons, Ltd.     

Internal erosion of chemically reinforced granular materials: a mathematical modeling approach

Internal erosion (IE) affects the stability of natural and reinforced materials by causing instability within their granular structure. The dislodgement and transport of eroded particles affect both the particulate concentration of eroding fluid and the pore network of eroded material. In this study, we examined these modifications using a transport model with a finite element code. First, IE tests on chemically reinforced sand columns were performed to obtain information about eroded material loss of mass, particulate concentration of effluent, porosity and permeability modifications, and existing IE stages. Second, based on experimental results, a mathematical one‐dimensional model has been formulated to monitor the evolution and spatial distribution of erodible solids, fluidized particles, porosity, permeability, and seepage stresses. The model consists of a set of coupled nonlinear differential equations solved in sequence. It provides valuable information about the extent and the dynamics of structural changes, which can be used to estimate an IE time for the hydraulic work to reach failure. Copyright © 2011 John Wiley & Sons, Ltd.     

热解石墨坩埚的应用

本文介绍本院研制的热解石墨坩埚的特性和应用情况。该坩埚具有纯度高、致密、耐高温、耐强酸强碱腐蚀、易洗涤等特点,已广泛应用于矿物、建材、玻璃等方面试样的前处理。与铂、银、镍、刚玉、石英等坩埚比较,具有引入杂质少成本低等优点。     

Attenuation properties of viscoelastic material

The attenuation properties of eight rheological models have been studied theoretically. The expressions forQ have been obtained by using dissipated and stored energies and/or complex modulus for each model. The dependence ofQ on frequency has been demonstrated. The three-element elastic model appears to be the best one to represent the viscoelastic nature of the earth's material for a finite value ofQ.     

胶东金矿成矿系列硫同位素研究

胶东金矿的早晚两期成矿系列中，岩浆成因或在岩浆期即有天然水和表生矿质加入的矿床，δ＾３４Ｓ值均有自早而晚依次降低的规律。为重熔岩浆分异成矿理论和成矿系列的建立提供了重要证据。焦家式和某些晚期矿床，在形成矿液后有表生硫加入，扰乱了这一规律性。胶东群中的硫同位素没有达到均匀化，副变质岩偏重，而斜长角闪岩偏轻，接近陨石硫值，是近似原始岩浆的产物。     

华南湘赣粤地区红层残积红土的工程地质研究

通过对红层残积红土的粒度成分、矿物成分、化学成分、物理化学特性、宏观结构、微观结构特征的全面系统分析，揭示红层残积红土不仅经历了物理风化作用，而且经受过红土化作用，具有红土的一般特点，是一种强度稍高，压缩性中等，含较多游离氧化物的超固结土。最后对红层残积红土的工程地质评价提出建议，认为其特性与母岩有关，砂砾岩、砂岩残积红土接近花岗岩残积红土；粉砂岩、泥岩残积红土接近红粘土，并对地基承载力和变形等问题提出具体的评价意见。     

矿物热敏参数测试仪及其在地质找矿中的应用

介绍了国内外第一台矿物热敏参数测试仪研制的原理、应用范围和对一些金属矿物、半导体矿物的测试情况以及仪器在浙江、赣南等地区金矿找矿中的初步应用。