结合结构下文及词汇信息的汉语句法分析方法

针对句法分析中上下文无关语法模型对句子信息利用的不足,通过融入结构下文和部分词汇信息,提出两种基于概率上下文无关语法模型的短语结构消歧方法,以达到消解结构歧义的目的;引入分层分析的算法,通过损失一定的时间效率使得在提高分析准确率的同时保证分析结果的全面性。实验结果表明,融入结构下文及词汇信息的汉语句法分析方法,利用了更多的句子信息,与上下文无关语法相比有着更强的消歧能力。     

内蒙古自治区太仆寺旗伊胡赛金矿区地质特征及外围找矿方向分析

伊胡赛金矿区位于内蒙古自治区太仆寺旗西南部,大地构造位于“华北地台”北缘,天山-兴蒙巨型纬向构造带,是中温热液裂隙充填型金矿床.文章总结了本区的地质特征,并通过对本区矿床类型、矿床成因及控矿因素的综合分析、探讨,指出在该区应以寻找破碎带蚀变岩型金矿为主并指出了在该区及其外围进一步找矿的方向和靶区.     

Effect of near-critical swirl on the Burke-Schumann reaction sheet

The influence of swirl on the shape of the Burke-Schumann reaction sheet in a straight cylindrical pipe is investigated by asymptotic and numerical means. Attention is confined to swirl levels that are near the critical value at which vortex breakdown occurs. A high-Reynolds-number, laminar, isothermal, low-Mach-number reacting flow is considered. An asymptotic analysis is developed to study the nonlinear interaction between near-critical swirl and mixture fraction distribution within the flow. It is first shown that leading-order perturbation of the velocity field from the columnar state, generated by the interaction of near-critical swirl and low viscosity, can be described by a nonlinear reduced-order model. This flow perturbation is computed, and then employed to determine the correction to the classical Burke-Schumann solution. Under lean conditions of reaction the reaction sheet becomes shorter and more compact as swirl is increased. For rich conditions of reaction, increasing swirl first causes the reaction-sheet length to decrease, and then increase after vortex breakdown has appeared. Numerical simulations of the flow and reaction-zone shape are substantiated by, and supplement, the asymptotic results.     

Effect of residual stresses on interface crack growth by void expansion mechanism

Crack growth along an interface between two adjacent elastic–plastic materials in a layered solid is analysed, using special interface elements to represent the fracture process ahead of the crack-tip. These interface elements account for ductile failure by the nucleation and growth of voids to coalescence. In these elements the stress components normal to the interface and the shear stresses are given by equilibrium with the surrounding material, and the stress component tangential to the interface is determined by the requirement of compatibility with the surrounding material in the tangential direction. It is assumed that the layers are sufficiently thick, so that the plastic regions around the crack-tip are much smaller than the thickness of the nearest layers. The analyses focus on the effect of initial residual stresses in the layered material, or on T-stress components induced during loading. The results show that the value of the T-stress component in the softer material adjacent to the interface crack plays the dominant role, such that a negative value of this stress component gives a significant increase of the interface fracture toughness.     

Cohesive zone modelling of fracture in polybutene

Fracture properties of isotactic polybutene-1 have been investigated. Fracture tests have been conducted and relevant properties at initiation have been determined according to linear elastic fracture mechanics. Two distinct fracture mechanisms have been identified, one of them causing partial instability during crack propagation. Numerical modelling has been performed using a cohesive zone approach. In particular, the identification of suitable cohesive laws has been tried using parametric identification and two different experimental methods. Results suggest that two different cohesive laws may be needed in order to describe crack initiation and crack propagation.     

237Np,238Pu,241Am和90Sr在中国和日本膨润土中迁移的野外试验

从1997年6月25日到2000年7月11日在中国辐射防护研究院试验场，在天然降雨和人工喷淋（15mm/d）两种条件下，在包气带黄土中进行了²³⁷Np,²³⁸Pu,²⁴¹Am和⁹⁰Sr在中国膨润土和日本膨润土中迁移的野外试验。试块由膨润土和砂子以质量比为15∶85组成，试块大小为150mm×150mm。试验结果表明，在两种条件下，核素在两种膨润土试块中分布状态和变化趋势相似，²³⁸Pu和²⁴¹Am在3a内没有明显移动，²³⁷Np和⁹⁰Sr在天然降雨条件下，分布曲线有所展宽；在人工喷淋条件下经1106d后，²³⁷Np和⁹⁰Sr在试块内分别向下迁移15mm和20mm，呈现出扩散为主的迁移。     

土工合成材料加筋边坡剪切屈服区特性和破坏模式

用有限元分析方法模拟筋材与土的相互作用,分析加筋边坡的稳定性,研究边坡加筋后剪切屈服区特性和破坏模式的变化,以及加筋层数和筋材拉伸模量的影响。结果表明,加筋后边坡的剪切屈服区和破坏模式发生改变,筋材拉伸模量和加筋密度不同,加筋边坡的破坏形态也不相同。筋材拉伸模量过低时,加筋边坡的剪切屈服区与素土边坡接近,加筋的稳定效果不明显,即便增大加筋密度对边坡安全系数的提高也不大;随着筋材拉伸模量增大,加筋的稳定作用增强,且随加筋层数增加,边坡的剪切屈服区宽度增宽,并向边坡内部和基础发展;对于加筋密度相同的加筋边坡,随着筋材拉伸模量的增大,边坡将呈现三种典型的破坏模式。     

电氧化及其在高浓度有机化工废水处理中的应用

介绍了电氧化技术原理,该技术应用于显像管生产和纽扣生产高浓度有机化工废水的前级处理时,可使CODCr去除40%～60%、BOD5/CODCr在处理前不足10%提高到20%以上,停留时间1～2h,使后续的兼氧—接触氧化生化处理达到预期效果,最终出水CODCr可控制在80mg/L以下,色度在10°以下,可以回用。