Explicit stress–strain equations for modeling frictional materials

In this paper, a comprehensive study on simulating the shearing behavior of frictional materials is performed. A set of two explicit equations, describing the relationship among the shear stress ratio and the distortional strain and the volumetric strain, are formulated independently. The equations contain three stress parameters and three strain parameters and another parameter representing the nonuniformity of stress and strain during softening. All the parameters have clear physical significance and can be determined experimentally. It is demonstrated that the proposed equations have the capacity of simulating the complicated shearing behavior of many types of frictional materials including geomaterials. The proposed equations are used to simulate the stress–strain behavior for 27 frictional materials with 98 tests. These materials include soft and stiff clays in both reconstituted and structured states, silicon sands and calcareous sands, silts, compacted fill materials, volcanic soils, decomposed granite soils, cemented soils (both artificially and naturally cemented), partially saturated soils, ballast, rocks, reinforced soils, tire chips, sugar, wheat, and rapeseed. It has been demonstrated that the proposed explicit constitutive equations have the capacity to capture accurately the shearing behavior of frictional materials both qualitatively and quantitatively. A study on model parameters has been performed.     

稀土催化材料在工业废气、人居环境净化中的研究与应用综述

阐述了稀土催化材料在工业废气、人居环境净化方面的研究与应用现状,并对稀土催化材料的发展进行了展望,认为将稀土催化材料用于工业有机废气污染治理和人居环境净化,是推动稀土催化应用的动力之一。等离子体辅助的催化技术,可以显著改善低温活性。作为长期去除污染物的有效措施,光催化技术应大力开发。开发联合脱硫脱氮的新方法、新理论、新技术及新设备,将成为烟气净化技术发展的总趋势。作为一种新型催化材料应用,掺杂稀土的ABO3钙钛矿复合氧化物以及TiO2为基础的复合氧化物,在环境净化方面的发展方向是努力降低成本,提高光催化剂活性,尽量多利用太阳光,扩大降解范围。     

Macroscopic criteria for Green type porous materials with spheroidal voids: application to double porous materials

Combined effects of matrix plastic compressibility and void shape are investigated for ductile porous materials. To this end, a spheroidal volume containing a confocal spheroidal (prolate or oblate) void subjected to uniform strain rate boundary conditions has been first studied. A Green type matrix is chosen as a prototype for investigating effects of plastic compressibility. This is carried out by using a kinematics limit analysis theory from which a closed‐form expression of the macroscopic criterion is established for the considered class of materials. These results are then extended to ductile porous materials made up of a green matrix containing randomly oriented spheroidal voids. In the framework of a two‐step homogenization procedure, the obtained results are implemented to describe the macroscopic behavior of double porous materials involving spherical voids at the microscale and randomly oriented and distributed spheroidal voids at the mesoscale. For validation purpose, the new derived criteria are assessed and validated by comparing their predictions to available upper bounds and numerical data from literature. Copyright © 2017 John Wiley & Sons, Ltd.     

Engineering characteristics and uses of duricrusts in Australia

The uses and shortcomings of duricrusts (ferricrete, calcrete and silcrete) in engineering construction (as used for road‐base, aggregate, foundation materials and aquifers) are reviewed. Australian production of these materials represents about one‐third of all unprocessed road‐base and they are especially important as pavement courses for lightly trafficked, low‐cost rural and outback roads. However, duricrusts are regarded as marginal materials at best because of their typically poor grading, particle unsoundness, high fines plasticity, and absorption of water and bitumen. These materials are used because they are available locally in areas that are otherwise lacking in hard rock materials, such as deeply weathered and sedimentary rock terrains. The weathering profiles of which they form part are characterized by high permeability (despite being clay‐rich), variable cementation, low compressibility and a tendency to become weaker with depth. Although the more indurated layers are unrippable, they are also difficult to blast. Pedogenic (nodular) duricrusts were formerly sought for natural road‐base, because they occur widely and require only rudimentary processing. However, well‐cemented groundwater (vadose) duricrusts are now the preferred deposits, even though they require crushing and screening. Ferricrete is the most widely exploited of the duricrusts for engineering purposes, especially in northern and southwestern Australia, although calcrete is important in South Australia and in the Murray Basin. Silcrete is only a minor source of aggregate and road‐base, mainly in western Queensland.     

Micromechanical viscoelasto‐plastic models and finite element implementation for rate‐independent and rate‐dependent permanent deformation of stone‐based materials

This paper presents parallel and serial viscoelasto‐plastic models to simulate the rate‐independent and the rate‐dependent permanent deformation of stone‐based materials, respectively. The generalized Maxwell viscoelastic and Chaboche's plastic models were employed to formulate the proposed parallel and serial viscoelasto‐plastic constitutive laws. The finite element (FE) implementation of the parallel model used a displacement‐based incremental formulation for the viscoelastic part and an elastic predictor—plastic corrector scheme for the elastoplastic component. The FE framework of the serial viscoelasto‐plastic model employed a viscoelastic predictor—plastic corrector algorithm. The stone‐based materials are consisted of irregular aggregates, matrix and air voids. This study used asphalt mixtures as an example. A digital sample was generated with imaging analysis from an optically scanned surface image of an asphalt mixture specimen. The modeling scheme employed continuum elements to mesh the effective matrix, and rigid bodies for aggregates. The ABAQUS user material subroutines defined with the proposed viscoelasto‐plastic matrix models were employed. The micromechanical FE simulations were conducted on the digital mixture sample with the viscoelasto‐plastic matrix models. The simulation results showed that the serial viscoelasto‐plastic matrix model generated more permanent deformation than the parallel one by using the identical material parameters and displacement loadings. The effect of loading rates on the material viscoelastic and viscoelasto‐plastic mixture behaviors was investigated. Permanent deformations under cyclic loadings were determined with FE simulations. The comparison studies showed that the simulation results correctly predicted the rate‐independent and rate‐dependent viscoelasto‐plastic constitutive properties of the proposed matrix models. Overall, these studies indicated that the developed micromechanical FE models have the abilities to predict the global viscoelasto‐plastic behaviors of the stone‐based materials. Copyright © 2009 John Wiley & Sons, Ltd.     

北京市北山泥石流分布规律及形成过程

北京北山泥石流的分布受构造控制，呈北东方向展布。其分布在时间上和空间上均有一定的规律可寻。一条泥石流沟谷的形成从开始到结束，概括分为形成、位移和堆积。区内泥石流的形成主要有三种形式：以水力侵蚀为主，以坡面侵蚀为主和以沟源崩、滑塌形式触发沟床物质活动而形成的泥石流。     

地质标准物质的回顾与展望

我国地质物料化学成分标准物质的研究始于七十年代的后期.地矿部西北地质研究所等首先研制了超基性岩和铬铁矿标准物质,继后由物化探研究所和岩矿测试研究所牵头,在区域化探全国扫面的推动下,先后研制了水系沉积物、土壤和岩石三个系列标准物质.稍后核工业部、冶金部和化工部也着手研制了相应专业的地质标准物质.八十年代是地质标准物质研制的全盛时期,在这个阶段之后地质标准物质基本上形成了比较完整的体系.根据1992年国家技术监督局公布的国家一级标准物质目录^[1],在样品数量上冶金类标准物质居第一位,地质类标准物质居第二位,约占四分之一;依发布的标准值项目数计^[2],地质类标准物质居于首位,占50%以上.我国地质标准物质与外国相比,在数量、品种类型和系列性方面均占世界领先地位,在定值的元素和定值精度方面亦为国际先进水平.     

电感耦合等离子体发射光谱法测定铀矿石尾渣标准物质中9种痕量元素

样品经ＨＦ－ＨＮＯ３－ＨＣｌＯ４分解，在２ｍｏｌ／ＬＨＮＯ３介质中，采用感耦等离子体光电直读光谱法对铀矿石尾标准物质中的Ａｓ、Ｂａ、Ｂｅ、Ｃｄ、Ｃｒ、Ｎｉ、Ｐｂ等和Ｓｎ进行定值分析。同一样品平行测定６次，其各元素的相对标准偏差在２％－１０％。分析结果均落在标准值的置信区间。