西秦岭舒家坝地区泥盆纪舒家坝群碎屑锆石LA-ICP-MS U-Pb年龄：源区特征与形成时代

以西秦岭舒家坝地区泥盆纪舒家坝群碎屑岩为研究对象,进行碎屑锆石LA-ICP-MS U-Pb年龄研究,探讨其形成时代、物源组成和构造背景。所测样品最小锆石年龄组的年龄加权平均值为413Ma,代表了舒家坝群的沉积下限,结合前人研究的古生物资料将其形成时代限定为中泥盆世。所获碎屑锆石年龄可划分为4个谱段：震旦纪—古生代年龄谱段619~409Ma,峰值为445Ma;新元古代年龄谱段930~735Ma,峰值为849Ma;中元古代年龄谱段1760~1033Ma;新太古代—古元古代年龄谱段3095~2478Ma。综合研究认为,舒家坝群的物源具多元性,包括西秦岭北缘构造带、北祁连造山带东段和华北板块基底,其中北祁连造山带东段和西秦岭北缘构造带是舒家坝群沉积的主要物源区,且后者占主导地位。结合区域地质资料,根据其物源组成特征判断,舒家坝群形成于陆—陆或弧—陆碰撞后由挤压转换为伸展环境的局部裂陷盆地。     

云南建水水草冲铜矿矿床地质特征及成矿物质来源

本文通过研究云南建水水草冲铜矿地质特征、围岩玄武岩和矿石矿物的微量元素、S、C、O同位素的组成,示踪了该矿床的成矿物质来源和性质。研究结果表明,云南建水水草冲铜矿位于滇东南哀牢山变质体北侧,容矿围岩为峨眉山玄武岩,矿体受北东向逆断层及其次级断裂控制,延深大于延长,形状不规则,矿体内多夹灰岩角砾及矿化玄武岩角砾,矿石矿物主要为黄铜矿,矿化蚀变以硅化、碳酸盐化、绿泥石化为主。水草冲铜矿黄铜矿与黄铁矿稀土元素具有相同的稀土元素组成与含量,ΣREE平均为1.901×l0-6,富集轻稀土元素,轻重稀土元素比(LREE/HREE)平均为8.188,（La/Yb）N值平均为10.259;δEu值平均为0.977;Ce呈现弱负异常,δCe值平均为0.808。黄铁矿中的Co/Ni比值为0.835,显示水草冲铜矿床为中温热液矿床;黄铁矿的Y/Ho比值平均为38.23,表明水草冲铜矿床的成矿流体为混合来源。结合黄铁矿的稀土微量元素特征,推断水草冲铜矿床的成矿流体是Cl多于F的流体。S的来源复杂,黄铁矿δ34SCDT（‰）的变化范围（18.3~29.4）与海水硫酸盐(海相蒸发岩)的δ34S值接近或略低;黄铜矿δ34SCDT（‰）变化范围是-0.5~10.1,表明有深部硫的参与。δ13C V-PDB（0.9‰~2.6‰）,δ18O V-SMOW（14.3‰~15.9‰）反映了方解石流体可能为热液循环萃取沉积岩地层混合形成。综上,推测成矿物质为后期构造热液萃取围岩（玄武岩和灰岩等）所得,其中铜主要来自于玄武岩本身,而硫的来源以地层硫为主。     

Genesis study of high abundant 17a（H）-diahopanes in Lower Cretaceous lacustrine source rocks of the Lishu Fault Depression,Songliao Basin,Northeast China

Relatively abundant 17α（H）-diahopanes have been detected in the lower cretaceous lacustrine source rocks from the Lishu Fault Depression in the Songliao Basin Northeast China. Rich long chain tricyclic terpanes （carbon number up to C35） and gammacerane have been observed in those source rocks with relatively abundant 17α（H）-diahopanes, which is rarely seen in previous reports. In this paper, the formation of 17α（H）-diahopanes has been discussed from three aspects including maturity, oxidation-reduction nature of depositional environment and parent material composition by the GC/MS analyses. The results reveal that maturity and oxidation-reduction nature of depositional environment have little effect on the formation of 1 7α（H）-diahopanes in the investigated area. How- ever, the positive correlation between long-chain tricyclic terpanes and 17α（H）-diahopanes argues strongly for a common origin, and the origin is related to the algaes in saline water environment. The algaes in saline water envi- ronment may be a kind of origin of 1 7α（H）-diahopanes.     

An enhanced constitutive model for crushable granular materials

Studies in the past have tried to reproduce the mechanical behaviour of granular materials by proposing constitutive relations based on a common assumption that model parameters and parameters describing the properties, including gradation of individual grains are inevitably linked. However successful these models have proved to be, they cannot account for the changes in granular assembly behaviour if the grains start to break during mechanical loading. This paper proposes to analyse the relation between grading change and the mechanical behaviour of granular assembly. A way to model the influence of grain breakage is to use a critical state‐based model. The influence of the amount of grain breakage during loading, depending on the individual grain strength and size distribution, can be introduced into constitutive relations by means of a new parameter that controls the evolution of critical state with changes in grain size distribution. Experimental data from a calcareous sand, a quartz sand, and a rockfill material were compared with numerical results and good‐quality simulations were obtained. The main consequences of grain breakage are increased compressibility and a gradual dilatancy disappearance in the granular material. The critical state concept is also enriched by considering its overall relation to the evolution of the granular material. Copyright © 2009 John Wiley & Sons, Ltd.     

Determination of the constriction size distribution of granular filters by filtration tests

This paper presents the calibration of an experiment based on filtration tests, able to provide the cumulative constriction size distribution of granular materials. Here, simulations of these tests are performed using a discrete element method. Filters of same density but different thicknesses are created with a poly‐sized spherical material. Lateral periodic boundaries for the samples are used, and their size is calibrated so that a representative elementary volume is obtained. Fine particles are released on the created samples, and the particle size distribution of the collected material that successfully crossed the filters is computed. These particle size distributions are related to the underlying cumulative constriction size distribution (CSD) of the granular material involved in the samples. The CSD is derived using a probabilistic approach for the path length of individual particles through a granular material. We settle all the requisites related to the technique and to the fine particles that are released to allow reaching a correct CSD for the filter. The reference CSD used for the calibration of the experiment is obtained after a radical partition of the void space into Delaunay tetrahedra and a geometrical characterisation of constrictions on each tetrahedron face. Copyright © 2012 John Wiley & Sons, Ltd.     

Extension of the Griffith's fracture criteria to saturated clays

Inglis [1] has solved the problem of distribution of stress in an elastic plate around an elliptical hole. His works clarify the role of cracks in the failure of an elastic material. However, his solution cannot be applied to saturated clay because he considers only total stresses, while, in saturated clay, the criterion of rupture should be expressed in terms of effective and not total stresses. The solution of Atkinson and Craster [2] using Biot's poroelasticity theory, shows that there is no high pore pressure in the vicinity of the crack tips for saturated clay. The major difference between this approach and the Biot's theory of is that, in saturated clay, strain is a function of the variation of the effective stress [3], while, in poroelastic media, strain is only a function of the variation of the total stress [4, Equation 2.2]. Also in their solution there is continuity between the pore fluid and the inner fluid in the crack. Their solution is valid for poroelastic media involving a movement of the pore fluid. In our solution there is no movement of the pore fluid (Undrained condition). In this paper we have solved the same problem as Inglis [1], but for the particular case of saturated clay obeying elastic law. By solving this problem we obtained the expressions for pore pressure, effective stress, total stress and displacements. The results show that not only the total stress but also the pore pressure and the effective stress are also high in the vicinity of the crack tips. A new failure criterion, based on Griffith's strain energy principle [5] and maximum tensile stress [6], valid for saturated clay is developed in this paper. Copyright © 2003 John Wiley & Sons, Ltd.     

Effect of property variation and modelling on convection in a fluid overlying a porous layer

An accurate computational analysis is presented for the onset of thermal convection in a two‐layer system which is comprised of a saturated layer of porous material described by Darcy's law, over which lies a layer of the same saturating fluid. The two‐layer system is heated from below and the upper (fluid) surface is allowed to be fixed or stress free. The onset of convection may have a bi‐modal nature in which convection may be dominated by the porous medium or by the fluid depending on the depths of the relative layers, but this is strongly controlled by material parameters. The effect of variation of relevant fluid and porous material properties is investigated in detail, as is the effect of the interface boundary condition between the fluid and the porous medium. Copyright © 2001 John Wiley & Sons, Ltd.     

改性填料提高复合材料抗冲击性能研究

通过对填料表面进行改性来提高复合材料抗冲击性能.采用间歇式循环冲击仪对复合材料进行冲击性能试验.试验结果表明,复合材料的抗冲击强度得到明显改善,为提高复合材料抗冲击性能开辟了一条新的有效途径.     

Initial Characterisation of SK01 Sanidine: A Candidate 40Ar/39Ar Reference Material

The precision and accuracy of ⁴⁰Ar/³⁹Ar dates are ultimately linked to co-irradiated reference materials of known age. Here we provide new data from the SK01 sanidine, which was analysed in three different laboratories to evaluate it as a ⁴⁰Ar/³⁹Ar reference material. Aliquots of 5 mg, incrementally heated in two laboratories, yielded indistinguishable results with a weighted mean age of 27.58 ± 0.06 Ma (95% confidence level). Single-crystal step heating and single-crystal total fusion analyses of SK01 sanidine were undertaken in the third laboratory to further test the intracrystalline homogeneity. For the seven step-heating analyses, six crystals yielded nearly concordant age spectra with ⁴⁰Ar/³⁹Ar ages ranging from 26.853 ± 0.094 Ma to 26.963 ± 0.067 Ma, whereas one crystal gave an older age of 27.774 ± 0.071 Ma with a slightly discordant age spectrum. Twenty-three single-crystal total fusion analyses yielded ⁴⁰Ar/³⁹Ar ages ranging from 27.070 ± 0.108 Ma to 27.736 ± 0.062 Ma with a dispersion of ~ 3.8%. The older ages from single-crystal total fusion dates are interpreted to reflect an inherited or excess argon component in some crystals. This is an initial characterisation of the SK01 sanidine, and additional work needs to be conducted to further evaluate the age dispersion so that it can be utilised as a ⁴⁰Ar/³⁹Ar reference material.     

考虑应变局部化的粗粒料剪切损伤力学机制

针对粗粒料的应变软化、剪胀等力学特性,通过考虑以剪切带为标志的应变局部化现象,建立了具有广泛适用性的剪切损伤力学模型。损伤模型采用了包体理论中的剪切带数学简化,基于应变等价原理、Weibull分布,推导了粗粒料的应力-应变关系方程。从剪胀作用的机制出发,提出可以描述剪胀弱化的轴向塑性应变和体积塑性应变的非线性函数关系。结合粗粒料三轴压缩试验中的伺服过程,提出了基于遗传算法的损伤模型参数确定方法。通过开展不同围压下的粗粒料三轴压缩试验,对剪切损伤力学模型进行验证,进一步分析了参数演化对粗粒料强度和变形特征的影响。研究结果表明,考虑应变局部化特征的剪切损伤力学模型可以高精度的模拟粗粒料的应变软化和剪胀等特征,有效揭示剪切带内部变形对试样整体宏观变形的影响机制,模型中剪切带参数和围压的关系与粗粒料细观机制一致,计算得到强度组成与颗粒破碎、重组特征较为吻合。