内蒙塔木素砂岩型铀矿中硒矿物的发现与意义

通过电子探针研究,在内蒙巴音戈壁盆地塔木素砂岩型铀矿矿石中发现了硒铅矿、白硒铁矿、硒铜蓝、硒铜镍矿、斜方硒铜矿等5种硒的独立矿物,这些硒的独立矿物往往呈细粒状、蠕虫状分布在黄铁矿与石英、长石的边缘或矿物的裂隙中。硒铅矿、白硒铁矿等硒矿物是典型的中低温热液矿物,这些矿物的发现表明塔木素铀矿床曾经历中低温热液阶段。     

Determination of scoured bridge natural frequencies with soil–structure interaction

This study developed a finite element method with the effect of soil–fluid–structure interaction to calculate bridge natural frequencies. The finite element model includes bridge girders, piers, foundations, soil, and water. The effective mass above the soil surface was then used to find the first natural frequency in each direction. A field experiment was performed to validate that the natural frequencies calculated using the proposed finite element method had acceptable accuracy. The calculated natural frequencies with the fluid–structure interaction effect are always smaller than those without this effect. However, the frequency change due to the fluid effect is not obvious, so using the soil–structure interaction model is accurate enough in the bridge natural frequency analysis. The trend of the frequency decreases with the increase of the scour depth, but the curve is not smooth because of non-uniform foundation sections and layered soils. However, when the scour depth is such that pile cap is exposed, the changes in natural frequency with the scour depth are more obvious, and this is useful for measurement of the depth using bridge natural frequencies.     

Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures

This paper presents a simple and stable procedure for the estimation of periods and dampings of piled shear buildings taking soil–structure interaction into account. A substructuring methodology that includes the three-dimensional character of the foundations is used. The structure is analyzed as founded on an elastic homogeneous half-space and excited by vertically incident S waves. The strategies proposed in the literature to estimate the period and damping are revised, and a modified strategy is proposed including crossed impedances and all damping terms. Ready-to-use graphs are presented for the estimation of flexible-base period and damping in terms of their fixed-base values and the system configuration. Maximum shear forces together with base displacement and rocking peak response are also provided. It is shown that cross-coupled impedances and kinematic interaction factors need to be taken into account to obtain accurate results for piled buildings.     

青藏高原东北部岩石圈有效弹性厚度及其各向异性

青藏高原东北部是中国大陆构造环境特殊的主要构造域,毗邻青藏高原羌塘地块、塔里木盆地、四川盆地和华北克拉通,属于不同构造类型块体俯冲、碰撞及陆内汇聚的结合部,在中国大陆形成与演化的历史中扮演着重要角色.岩石圈有效弹性厚度(T_e)及其各向异性与岩石圈流变性、力学结构紧密相连,研究青藏高原东北部的岩石圈T_e及其各向异性将为我们认识大陆岩石圈的流变性及动力学过程提供重要信息.本文基于Fan小波相关性分析法,运用布格重力和地形资料获得了青藏高原东北部岩石圈T_e及其各向异性二维分布的详细信息.研究结果表明研究区域内T_e的分布范围在5～100 km之间;松潘-甘孜地块、祁连山造山带和龙门山地区的T_e较薄(5 kme<40 km)、各向异性较强;而周缘的断裂带、缝合带的T_e值都较低,其中龙门山断裂带T_e只有5～20 km,且南、北两段各向异性存在明显差异.内部的若尔盖盆地T_e值略显高值,说明其是仍保留有刚性的块体;北缘的柴达木盆地下伏为古生代的地壳,被认为是古老的克拉通碎片,T_e较大(50 kme<90 km),显示为轮廓分明的刚性块体.并且我们发现研究区域内T_e的各向异性轴垂直于大的块体边界.通过比较T_e各向异性与SKS波的快波偏振方向、Rayleigh面波方位角各向异性的相互关系我们推测阿拉善地块各向异性源自地幔橄榄岩晶格的优势取向,岩石圈变形趋于垂直连贯变形模式;柴达木盆地各向异性源于历史构造事件残留在岩石圈中的"化石"各向异性;松潘-甘孜地块各向异性源自物质的侧向流动.     

Mapping efficiency and information content

This paper proposes two compound measures of mapping quality to support objective comparison of spatial prediction techniques for geostatistical mapping: (1) mapping efficiency – defined as the costs per area per amount of variation explained by the model, and (2) information production efficiency – defined as the cost per byte of effective information produced. These were inspired by concepts of complexity from mathematics and physics. Complexity i.e. the total effective information is defined as bytes remaining after compression and after rounding up the numbers using half the mapping accuracy (effective precision). It is postulated that the mapping efficiency, for an area of given size and limited budget, is basically a function of inspection intensity and mapping accuracy. Both measures are illustrated using the Meuse and Ebergötzen case studies (gstat, plotKML packages). The results demonstrate that, for mapping organic matter (Meuse data set), there is a gain in the mapping efficiency when using regression-kriging versus ordinary kriging: mapping efficiency is 7% better and the information production efficiency about 25% better (3.99 vs 3.14 EUR B⁻¹ for the GZIP compression algorithm). For mapping sand content (Ebergötzen data set), the mapping efficiency for both ordinary kriging and regression-kriging is about the same; the information production efficiency is 29% better for regression-kriging (37.1 vs 27.7 EUR B⁻¹ for the GZIP compression algorithm). Information production efficiency is possibly a more robust measure of mapping quality than mapping efficiency because: (1) it is scale-independent, (2) it can be more easily related to the concept of effective information content, and (3) it accounts for the extrapolation effects. The limitation of deriving the information production efficiency is that both reliable estimate of the model uncertainty and the mapping accuracy is required.     

海堤施工中软土地基沉降计算分析

从剖析沉降固结的概念,探讨常规沉降计算公式的适用性出发,对照海堤工程实践中暴露出来的问题,指出软基筑堤工程实践中沉降计算分析的注意事项和建议,以起到抛砖引玉的效果。     

湖北恩施地区土壤一植物系统中Se元素的地球化学特征

在对恩施地区典型农业活动区——芭蕉、长平和鱼塘坝三地土壤中se元素含量进行调查的基础上,通过与富Se土壤质量标准进行对比,发现除长平地区外,其余两地分别属于富Se和高Se地区,并通过土壤理化性质、形态分析和土壤中所生长的植物进行比较,初步研究了se在土壤一植物体系中迁移转化的规律。结果表明：整体来看,鱼塘坝地区属于超富se地区．植物中se的含量也最高,长平地区属于非富se地区,芭蕉地区则属于中等富se地区;植物对se的吸收受一定的土壤理化性质的影响,不同类型的植物对se的吸收富集相差较大;形态分析研究表明,鱼塘坝地区土壤中生物可利用的se含量较高．而芭蕉地区土壤中残渣态se的比例较高．表现为Se的生物可利用性低于鱼塘坝地区．．     

黑龙江省松嫩平原南部土壤硒元素循环特征

硒(Se)是生态环境中重要的微量元素,其丰缺与人和动植物健康有着密切关系。选择黑龙江省松嫩平原南部,在多目标区域地球化学调查获取的Se元素数据基础上,采集大气干湿沉降、灌溉水、化肥等土壤硒输入端元,以及植物收割、下渗水等输出端元样品,计算土壤Se输入输出通量,研究土壤硒循环特征,并预测土壤Se未来发展趋势。结果发现:研究区总体上为土壤低Se区,Se不足和潜在Se不足面积占总面积的35.20%;土壤Se的主要输入途径为大气干湿沉降,可达总输入量的70%～90%,主要输出途径为土壤下渗水,约占总输出量的73%;研究区土壤Se为净积累状态,预测表明20年后土壤Se不足和潜在Se不足面积将从目前的35.20%下降到31.7%。     

基于随机二元指标的边坡稳定性分析

考虑岩土体抗剪强度参数的变异性,综合极限平衡法和可靠性理论构建了安全系数概率密度分布函数模型。结合实际工程特点,以安全系数大于临界值为标准构建有效区,将有效区安全系数均值与对应可靠度相乘,得到以安全系数和可靠度为随机二元指标的有效安全系数。以有效安全系数为定量指标,将边坡宏观特征现象与定量分析相联系,构建意义更为明确的边坡稳定性分析及评价方法。通过工程实例对比了有效安全系数与传统评价指标之间的差异。所得结论可为工程建设提供参考和借鉴。     

泉州地震台数字地震仪台址的地脉动噪声分析

利用2008年泉州台甚宽频带数字地震仪连续48 h和全年每月连续48 h内白天与夜间各连续4 h的地脉动记录,计算5 Hz、5 s和100s的静态地脉动噪声功率谱密度、1/3倍频程1-20Hz带宽各段的平均静态地脉动噪声有效值、1/3倍频程100-30 s带宽各段的平均静态地脉动加速度噪声有效值,以及上述3个频点和2个...