滑坡钢筋砼格构防治"倒梁法"内力计算研究

格构锚固技术能有效地控制滑坡深部和浅表破坏,提高锚固体系的整体刚度。目前在格构 锚杆体系的设计中,大多采用经验设计钢筋砼格构,常导致配筋不合理,不仅造成浪费,而且可能埋下工程隐患。本文采用“倒梁法”对格构梁的内力计算方法进行研究,对滑坡防护钢筋格构进行如下简化:(1)锚杆对格构梁的作用以垂向力为主,轴向力可以忽略不计。(2)纵向格构梁的刚度大于横向格构梁的刚度,因而横向格构梁的内力计算可以简化,钢筋砼格构可以作为在锚杆施力下的超静定连续梁。结合三峡工程库区巫山新城秀峰寺滑坡格构防护工程设计,通过“三弯矩方程”进行了格构梁内力实例计算,为格构梁的合理设计提供了依据。     

Si^4＋及过渡金属离子在蓝宝石呈色中的作用——数学分析法在离子致色研究中的应用

理想晶体（包括蓝宝石）的颜色与占据其晶格的微量过渡金属元素的种类及含量有直接的关系。玄武岩产状的蓝宝石中含有多种微量元素，这些元素是蓝宝石致色的直接因素。本文通过研究发现，每种微量元素均对可见光的特定波段产生不同程度的吸收，其中，Fe^3 ,Si^4 是使蓝宝石呈现蓝色的主要离子，Cr^3 离子可使蓝宝石呈橙和绿色，Mn^4 离子可使蓝宝石呈黄色，Co^2 离子也可使蓝宝石呈蓝色。本文还做出了蓝宝石中每种微量元素对可见光的特征吸收图即波长－吸收系数图，与分子轨道理论值吻合，把蓝宝石中各离子对可见光的吸收位置和相对吸收强度统一起来。     

皖南东至金矿化域中载金硫化物的非平衡性研究

绝大多数的金矿化作用都是在非平衡的开放体系中完成的,再加上硫化物在结晶过程中生长速度过快,因此难免产生一些异常特征:晶格金在硫化物中大量出现、含金硫化物单晶中主元素含量变化很大以及主族元素Si加入硫化物晶格等。这些异常特征在皖南东至金矿化区得到了良好的体现,其成因是不能用经典的平衡态热力学和晶体化学理论来解释的。     

利用X射线衍射和岩矿鉴定等技术研究河南汤家坪钼矿区主要矿物标型特征

汤家坪钼矿床是2006年探明的一处大型斑岩型钼矿床,前人用常规地质方法对该矿区基础地质工作和成矿规律研究已比较系统和完整,认为汤家坪钼矿床属于深源浅成斑岩型钼矿床,汤家坪花岗斑岩体为矿区钼矿的成矿母岩;但是没有从矿物学角度来应证这些成矿规律。本文从矿物学角度,采用分离单矿物进行化学分析、X射线衍射(XRD)及岩矿鉴定等技术,对汤家坪钼矿区的辉钼矿、黄铁矿、石英、长石4种矿物标型特征(化学组成、微量元素、晶体结构、晶胞参数、结构状态等)进行研究。结果表明:1该矿区辉钼矿全部是2H型多型变体,且成分中Re含量很低;辉钼矿的δ34S值为3.0‰,硫同位素变化范围小,接近于陨石硫,具深源硫的特点,硫来源于花岗斑岩。2黄铁矿微量元素以富含Mo、Co、Cu,贫Ni、Pb、Zn为标型特征,另外Au、Ag含量低,S/Se大于250000,与前人"S/Se大于250000~500000的地区不可能找到金矿"的结论相符。3石英富含Mo;成矿期石英脉中δ18O降低,表明成矿晚期有少量大气降水参与热液蚀变成矿。4长石富含Mo;轻稀土(La~Nd)含量大于中稀土(Sm~Ho)和重稀土(Er~Y)含量;钾长石的有序度、三斜度以及结构参数的值均较高,结构温度较低,表明该矿区钾长石为低温状态下的三斜对称的微斜长石,是热液作用的产物,岩体钾长石化对钼矿化最为有利。本研究应证了汤家坪钼矿床属于深源浅成斑岩型钼矿床,对于总结斑岩型钼矿成矿规律、找矿标志有重要意义。     

Crystallographic orientations of high-angle grain boundaries in dynamically recrystallized quartz: First results

The crystallography and geometry of high-angle grain boundaries from dynamically recrystallized quartz have been studied. On the basis of combined electron backscatter diffraction and universal stage measurements, the complete crystallographic orientation of the grain boundaries could be calculated. The u-stage rotation of the grain boundaries to a vertical position reveals that they are never curved but always consist of straight segments. Our results show that these segments preferentially occupy rhombohedral, trapezohedral and bipyramidal orientations, i.e., orientations in a  25–50° girdle to the c-axis. A specific, albeit low, number of segments with special crystallographic orientation, with respect to a neighbouring quartz grain, often shows another special orientation with respect to the other neighbouring grain. Preferred combinations of grain boundary orientations related to both neighbouring grains are (i) low-index rhombohedral and high index trapezohedral, (ii) low-index bipyramidal and low-index trapezohedral or high-index rhombohedral, and (iii) low-index trapezohedral and low or high index trapezohedral. In certain cases, such as at triple junctions, the boundaries occupy specific trapezohedral orientations with a constant angle to the c-axis. This argues for energy isotropy of trapezohedral planes with the same angle to the quartz c-axis. In general, good match coincidence site lattice (CSL) orientations are not preferentially occupied so that most of the studied grain boundaries represent general boundaries. The formation of straight segments in special crystallographic orientations indicates the crystallographic control and implies an energy reduction of certain general boundaries.     

Mechanical behavior of porous solid considering mesoscopic elastic buckling

In this work, the elastic buckling of porous solids was investigated using a lattice spring model (LSM). The capability of the LSM to solve elastic buckling problems was comprehensively verified by comparing well-established numerical and analytical solutions. Following this, the buckling of a porous solid was studied, in which two porous structures were considered, ie, the random porous model and the Voronoi porous model. The results reveal that both the porosity and the shape of the pores influence the elastic buckling bearing capacity of the porous solid. Finally, the mechanical responses of a porous solid with an extra high porosity (0.85) were numerically investigated. Our numerical results demonstrated that the nonlinear elastic response of the porous solid might come from its mesoscale elastic buckling. This work shows the ability and promise of using the LSM as a fundamental numerical tool for the deep investigation of the buckling mechanical behavior of porous solids.     

用于地震波场模拟的变网格边长声格固体模型

提出一种新的用于地震波场模拟的变网格边长声格固体模型（Phononiclatticesolidwithvariousgridlength,简称PLSVL模型）．该模型通过改变不同介质中网格的边长来体现介质速度的变化,粒子在所有网格中的运动均保持每一步运行一个网格边长．详细推导了该模型的Boltzmann方程,证明该方程及其散射项的表达式与PLS模型相同,因而从该方程出发,可寻出宏观变量所满足的波动方程．新模型在同种网格内部的传输过程不存在误差,在界面产生的误差不会随时间而积累．本文同时给出了一个理论模型的波场模拟结果．     

斜长石组构的显微测量方法及应用

介绍了目前国外用费氏台测量斜长石组构的三种方法：（１）ＢＰＷ图解法;（２）（０１０）,（００１）双面交点法;（３）（０１０）消光角法;并分析了其适用范围及各自的优缺点。最后总结了确定斜长石组构的应用意义;（１）确定滑移系;（２）判断剪切方向;（３）计算地震波速。     

广东省地方防震减灾工作思路与实践

防震减灾的四个环节,包括地震重点监视防御区的工作和实现全省防震减灾十年目标的任务,最终实施都得依赖市,县地地震工作机构的落实。根据广东省的政治,经济,社会发展以有震情特点,介绍了近两个来地方防震减灾工作的思路与实践,为今后的工作有益的借鉴。