含矿预测的人工神经网络方法

运用神经网络模型的一典型模型——“反向传播”模型的改进形式,处理矿产资源统计预测问题,得出与数量化理论Ⅱ处理极为相似的结果.     

某电站地下厂房裂隙发育规律及其对围岩稳定性的影响

裂隙岩体内的洞室围岩块体稳定问题是抽水蓄能电站地下厂房建设中要解决的重要工程地质问题。为了在厂房开挖之前较准确地预测不稳定块体的发育位置,本文以某抽水蓄能电站为例,对厂房探洞内的裂隙进行统计分析,结合厂房区构造断层的发育情况,确定了裂隙发育规律;根据裂隙发育规律将厂房区岩体划分为A、B、C、D、E 5个构造分区;并利用Unwedge程序,以各分区裂隙组合为基础,确定可能形成的块体位置,评价了其稳定性状况。研究结果表明,裂隙受多期构造控制,在一定范围内具有方向性,A、E区优势裂隙与构造产状接近,B、C、D区优势裂隙与构造产状斜交;裂隙在厂房上、下游侧边墙各形成6处潜在不稳定块体,顶拱处形成10处潜在不稳定块体,右端墙处形成1处潜在不稳定块体。     

Irrigation-induced loess flow failure in Heifangtai Platform,North-West China

Because the construction of dams and hydro-electric power stations of Liujiaxia and Yanguoxia across the Yellow River in West Gansu Province, North-West China, inhabitants in the reservoir areas were resettled in Heifangtai Loess Platform. Irrigation thus started in 1968. Perched water table was significantly raised and resulted in many loess flow failures in the past 30 years. This type of landslide was often featured by long runout distance, high speed and recurrence. Laboratory tests along ICU and CSD stress paths were performed. It is shown that the loess has a strong strain-softening behavior and instability can occur in drained condition before undrained liquefaction. The failure mechanism of loess flow can be interpreted as the following process: with increasing perched water table, collapse in loess was first triggered in drained condition and led to undrained loading to adjacent soil in the lower saturated part of the loess platform. Under gravity loading applied by upper dry loess, undrained flow failure mobilized, eventually.     

多种再分析地表温度资料在中国区域的适用性分析

利用1979-2010年中国805个站点的逐日地表温度观测资料与ERA-Interim、ERA-Interim/Land、JRA-55、NCEP/NCAR和NCEP/DOE五种再分析地表温度资料, 对五种再分析地表温度资料在中国区域的适用性进行了比较与分析. 结果表明: 从空间分布特征来看, JRA-55资料与观测资料最为接近; 五种再分析地表温度资料在东部地区的适用性好于西部地区, 且均不能很好地模拟出青藏高原地区和西北西部地区的地表温度分布. 从地表温度的长期变化来看, 五种再分析地表温度资料虽然可以描述地表温度变化趋势, 但均存在低估现象, 且低估现象随着地表温度的增加变得更加严重. 在地表温度人工观测和自动观测交接的时间段, 可以使用再分析资料作为地表温度均一化的参考序列.     

连云港海相软土不排水强度特征

连云港地区软土为碱性环境下沉积的非均质海积软土,软土抗剪强度具有固有各向异性。采用三轴不固结不排水剪切（UU）试验、无侧限抗压强度（UTC）试验、快剪试验和原位十字板剪切（FVT）试验4种方法,对连云港地区软土的不固结不排水抗剪强度特征进行了研究。结果表明：土体水平剪切面强度最低,竖直面抗剪强度最高;土体制样采用垂直方向的切取试样方式时,土体强度最高。根据三轴UU试验得出的黏聚强度和内摩擦角基于土体单元极限平衡理论恢复了土体剪切破坏时的应力状态,计算出土体实际抗剪强度。三轴UU试验得出的抗剪强度平均值约为13.13 kPa,试样破裂面与水平面的夹角在45.1°~45.7°区间最为集中。UTC试验测得的土体平均抗剪强度近似等于三轴UU试验测得的平均抗剪强度。FVT试验测得软土抗剪强度平均值为19.72 kPa,与三轴UU试验和UTC试验得出的抗剪强度平均值相比高了约6.60 kPa,这种现象与室内试验试样的机械扰动、土体应力状态改变和剪切面特征有关。     

Dissolution of sandstone powders in deionised water over the range 50–350 °C

Sandstone dissolution is a common water–rock reaction in the Earth’s crust, but a thorough understanding of this phenomenon is constrained by poorly determined kinetic data. To this end, kinetic data were determined for the dissolution of arkosic sandstone powders in deionised water (pH was about 7.0–7.3 and electrical conductivity was between 0.95 and 1.00 μS/cm). Release rates of dissolved elements were determined over the range 50–350 °C at 20, 15, and 10 MPa using a column flow-through pressure vessel reactor. The conductivity of the outlet solution, measured at room temperature, is dependent on the charge of major cations such as Na⁺, K⁺, Ca²⁺ and Mg²⁺ at these conditions. The conductivity of the outlet solution was used to determine the steady state of the dissolution of sandstone powders. The pH values of the outlet solutions at the steady state, measured ex situ at room temperature, were about 7.7, 8.3, 8.4, 8.4 and 7.6 at 75, 100, 150, 200 and 250 °C, respectively, at 10 MPa. Silicon, Na, K, Ca, Al and Mg are the major ions found in the solution at low temperatures, but Si is the only major ion retained at higher temperatures (>150 °C). Compared with static experiments, the flowing dissolution experiments occurred at conditions far from equilibrium. The relationship between temperature and dissolution rates of arkosic sandstone powders was described as log R = 0.005469t − 10.50 where R is the dissolution rates of sandstone powders in kg/(m² s), t is temperature in °C which ranged from 100 to 350 °C at 20 and 15 MPa, and the dissolution rates of sandstone powders were measured only for the major dissolved elements without oxygen in the outlet solutions.     

Dye adsorption on electrochemical exfoliated graphene oxide nanosheets: pH influence,kinetics and equilibrium in aqueous solution

Graphene oxide nanosheets were synthesized by electrochemical exfoliation. X-ray diffraction, scanning electron microscopy, atomic force microscopy, Raman spectrometry and Fourier transform infrared spectrometry were used to characterize crystal structure, particle size, thickness and function groups of the nanosheets. The nanosheets were examined for adsorption of methyl orange, an anionic dye, in aqueous solution at different pHs and temperatures. The maximum adsorption capacity of methyl orange on graphene oxide nanosheets obtained from the Langmuir isotherm was 138.69 mg/g at pH 2.0, which is larger than that of other carbonaceous adsorbents. The large adsorption affinity of graphene oxide nanosheets to methyl orange might be due to the presence of hydrogen bonding and π–π interaction between methyl orange and graphene oxide nanosheets. Adsorption kinetics followed a pseudo-second-order kinetic model, and the isotherm adsorption results were fitted with Langmuir isotherm model in a monolayer adsorption manner. The thermodynamic studies indicated that the adsorption reaction was a spontaneous physisorption process.     

空气反循环连续取样钻进技术在紫金山金铜矿区的应用

紫金山金铜矿矿产勘查中使用空气反循环连续取样钻进工艺,解决破碎地层、缺水地区钻探取样难、施工成本高的问题。介绍了机具的配套、钻进工艺流程及施工注意事项,特别是针对紫金山金铜矿区破碎、漏失地层,为提高钻进效率,采用正反循环2种潜孔锤钻进,获得了高的采样率,提高了施工效率,大幅度降低了施工成本。     

中国海相泥盆纪遗迹组构及其与沉积层序的关系

在中国新疆和华南海相泥盆系中识别出交切、并列、叠覆遗迹组构（相关遗迹组构类）和欧氏、拓扑遗迹组构（本体遗迹组构类）．通过对火山碎屑风暴岩中复合交切遗迹组构的研究发现，共生组合在一起的遗迹化石，可划分出６个遗迹阶层，具有不同的先后、世代关系和指相意义．拓扑遗迹组构分析表明，庞大的雕画迹家族可归并为３个拓扑类，它们分别同胚于线、树、网．雕画迹从线至网的拓扑形态谱系结构，分别代表深水或缺氧环境中，造迹生物寻觅式、探索式和诱捕式的觅食行为．研究表明：遗迹组构分析对副层序、凝缩段、不同海平面变化速度形成的海进体系域和高水位体系域的识别和高频旋回的研究有重要作用