Pseudoelastic behavior in Y1−xPrxBa2Cu3Oy compounds

Tensile tests show that ferroelastic loops always occur at 100–150 K, 200–250 K and room temperature in the Y_1–xPr_xBa₂Cu₃O_y samples withx=0 and 0.1 for whichT _c is 92 K and 82.5 K respectively, and the shape memory effect is always observed in the compact sample near 130 K, just similar to that of thermal elastic martensitic alloys. The loss fraction (W/W) which is proportional to the area of ferroelastic loop as a function of temperature shows that there always exist static hysteresis (W/W) peaks at 130 K and 110 K which are attributed to the phaselike transition (PLT) characterized by the jump of lattice parameters. No ferroelastic loops and shape memory effect are observed in the range of 100 K to 150 K for the lowerT _c samples withx=0.3, 0.4 and 0.6.     

Intranet网在企业中的应用

本文提出了一个在企业内部实现Intranet网的方案,该系统是为一个具有多个、分散在不同地域的子公司的集团性企业而设计。整个企业的网络是面向多地区服务的广域企业信息网,它能有效地集中管理企业内部信息和各种资源。总公司及其分公司分别构建本地局域网,再通过接入Internet网连成广域网。该网的拓扑结构是建立在可靠、合理、安全和经济的原则上而设计的,网络的软件系统选定包括网络和客户端操作系统、网络协议、数据库管理系统、办公自动化应用系统及管理信息系统等,均考虑到使其具有良好的开放性和可扩充性。网络中亦考虑到了系统的安全性。     

重力坝加高结合部位粘结性能试验研究

针对水库重力式大坝加高加固问题进行试验研究,对后帮式、前帮式、外包式以及戴帽式加高方式建立实验模型评价新旧混凝土结合面的粘结性能。抗折强度试验和微观电镜试验结果表明,四种类型的加高方式,外包式的结合面最大,抗折强度最高,粘结性能最强。采用水泥砂浆处理后增多了结合面的纤维状C-S-H凝胶,增强了新旧混凝土之间的粘结性能,合理的加固方式加上结合面处理有利于提高坝体的安全性能。     

均匀湿颗粒材料边界滞回持水曲线的物理模型

非饱和土持水特性的滞回机理是土力学界的热点问题之一。将非饱和土看作“湿颗粒材料”并以“土-颗粒-系统”为视角更易认识其持水特性的滞回机理。以均匀湿颗粒材料为研究对象,用轴对称圆锥形孔隙内水分的充填和排出过程来模拟边界增、减湿过程,提出一种物理模型以描述其滞回特性的物理内涵,并利用已有文献中3种砂土和2种含黏砂土的持水试验结果验证了该模型在表征均匀湿颗粒材料边界滞回持水曲线时的有效性。该模型的优点在于不仅对同种均匀湿颗粒材料滞回的边界减、增湿持水曲线可采用同一组具有物理意义的参数模拟,而且可反映孔隙水内封闭气泡对持水曲线的影响。     

山东省提升农村饮水安全水平的成效与实践

山东省多措并举,建管并重,从组织领导、规模化发展、水质安全、基金筹集、管理体制、行业管理等方面入手,大力提升农村饮水安全水平。改变过去农村供水存在的"城乡分割、各自为战"的局面,大力发展规模化集中连片供水。走专业化管理的路子,主要推广自来水公司管理、供水企业管理、乡镇水利站管理三种管理模式。通过落实省政府规章的相关内容、加大检查督导力度、加强人员培训,强化行业管理,提高相关人员的从业水平和能力,为农村供水工程良性运行奠定管理和人才基础。     

南水北调中线沙河梁式渡槽桩基承载力测试

南水北调中线沙河梁式渡槽槽墩基础设计为混凝土灌注桩,设计时采用的桩侧土层犘阻力标准值以及桩端土层承载力允许值均为相关规范及经验取值。为了验证沙河梁式渡槽桩基设计成果,在渡槽工程场区布置了3组试验桩,采用自平衡法检测基桩竖向抗压承载力。经现场检测,3组试桩的单桩竖向抗压承载力平均值均达到设计要求。将试验桩实测成果与前期采用勘测资料计算的成果对比分析,表明该渡槽桩基设计是安全可靠的。     

洮河流域纳纳河山洪灾害临界雨量分析计算

临界雨量是指典型流域山洪、泥石流、滑坡等自然灾害“恰好”能够发生所对应的时段最小降雨量值。在《山洪灾害临界雨量分析计算细则》规定的基础上,经过实践摸索提出了综合分析临界雨量初值的几种方法,并以黄河支流洮河流域纳纳河为例,进行了临界雨量的分析计算。计算结果表明,所采用的分析计算方法对类似流域山洪泥石流临界雨量的分析计算具有借鉴意义。     

Synthesis and characterization of layered perovskite-type organic-inorganic hybrids (R-NH3)2(CH3NH3)Pb2I7

Layered organic-inorganic hybrids containing bilayer perovsikte (R-NH3)2(CH3NH3)Pb2I7 (where R=C12H25,C6H5C2H4) were synthesized by reactions in solution. The influences of the solvents and the reactant ratio on the structures of the products were investigated. The structures and the properties of the hybrids were characterized using X-ray diffraction (XRD) and ultraviolet and visible (UV) adsorption spectra. For comparing with the bilayer perovskite hybrids in structure and band gap magnitude, the hybrids containing monolayer perovskite (R-NH3)2PbI4 were also synthesized and characterized. The results demonstrate that the thickness of inorganic layer has obvious effect on the tunneling magnitude of the band gap but the organic part can be micro actuator of band gap.     

Stability study on naturally filling body in gob-side entry retaining

In the construction of the filling gob-side entry retaining in a lane, we utilize the self-slide natural phenomenon of a falling gangue in an inclined coal seam goaf. First, we put the falling gangue of goaf above the laneway and made it the main filling material by adopting the measurement of flexible supporting system combined with those of rigid supporting system. Then we made the filling material gunited and solidified to maintain the filling goal of the gob-side entry retaining beside the lane. Considering the law of energy conservation and law of pressure distribution for retaining the active and static soil of the wall, we analyzed the reliability of a gangue blocking facilities and the stability of the filling material in the lane. We analyze the figures to see the stability. The result shows that the gangue block supporting system is reliable, and has been successfully practically applied.     

大型水轮机蜗壳快速安装技术

根据阿海电站水轮机蜗壳现场安装中的关键工序和控制重点,整理、总结出大型机组蜗壳挂装、焊接、TOFD无损检测、施工进度及质量等方面的控制要求和施工经验。实际检测表明,已完成的4台水轮机蜗壳挂装和焊接质量全部达到优良标准。