Structure and electrochemical properties of titanate perovskite with in situ exsolution as a ceramic electrode material

Journal of Electroceramics - In this work, the structure and electrochemical properties of titanate ceramics with in situ Ni exsolution are investigated to identify the structure-performance...     

闵行LNG汽车加气与灌装示范站低温预冷技术探讨

LNG(液化天然气)站的低温设备及工艺管道预冷是场站投产前的关键环节,以上海市闵行LNG汽车加气与灌装示范站工程站内低温设备及工艺管道预冷施工为例,分析阐述了LNG场站预冷的目的和原则,预冷的关键技术以及预冷后的注意事项等,并对工程进行总结归纳,对后续类似工程施工有一定指导作用。     

山西中部引黄工程小断面隧洞快速掘进施工方法

结合山西中部引黄工程的水文地质条件,分析了小断面隧洞快速掘进的施工难点及关键因素,并从施工部署、加宽段距离、工序衔接等方面,阐述了具体的施工方法,总结了施工安全、质量保障措施,实现了小断面隧洞的快速施工。     

土压平衡盾构机渣土运输系统设计

以某地铁线土压平衡盾构区间的渣土出运设计为例,介绍了土压平衡盾构的渣土运输系统,从渣土车选择、电瓶车运输能力选择等方面,阐述了电瓶车编组的方式,通过对其运输系统工效的分析,指出该工程采用的渣土运输设计方案,提高了盾构掘进速度,缩短了施工工期。     

农村及偏远地区饮用水除氟研究

研究了农村及偏远地区地下饮用水的除氟方法及其工艺流程、发展中的除氟新方法及新材料;分析了现有饮用水除氟设施存在的问题及其原因;提出了适合于农村及偏远郊区的除氟方法及其设施的发展方向.     

基于现场试验的水文地质参数计算可视化程序设计与应用

水文地质参数的计算工作一直是工程地质和水文地质界工程师们所关注的重点问题之一,传统的计算方法比较繁琐、费时,国内外目前也没有比较全面的水文地质求参软件,因此,本文利用Visual Basic语言研究开发了一款基于现场试验的水文地质参数计算的新型软件SHP,通过数据库调用Excel文件录入数据,利用最小二乘法原理拟合直线。实现了手动配线和自动配线两种方法求参。通过南京市玄武湖隧道工程实例的校验,结果表明,该软件实用性强、计算精度较高、人机交互简单,满足工程需要。     

镁铝比对高炉低铝渣系流动性能及热稳定性影响规律

以本钢现场高炉渣成分为基础,结合粘度测定实验和热力学分析计算,研究了不同镁铝比对高炉低铝渣流动性的影响规律,计算了镁铝比对低铝渣系粘流活化能的影响,同时结合红外光谱分析,从微观结构层面阐述了镁铝比对低铝渣热稳定性的影响机理.结果表明,炉渣粘度及熔化性温度均因镁铝比的提升表现出逐渐走低的趋势,而低铝渣的温度稳定性则因炉渣中复杂结构的解聚而愈趋稳定.     

A New Strategy for Preparation of NiAl Bronze/Zn Composite by Friction Stir Processing

In this work, we successfully prepared a NAB/Zn composite using Zn wires by friction stir processing (FSP). During FSP, Zn-containing α matrix and (Fe, Ni)Al phases and nano α and CuZn grains with the size of less than 10 nm are formed on the top surface. The average microhardness of the composite is increased by 15 pct compared with the alloy without Zn, which originates from fine grains, CuZn particles strengthening, and more β′ phase.

     

Bearing behavior and failure mechanism of squeezed branch piles

The current practice for the design of squeezed branch piles is mainly based on the calculated bearing capacity of circular piles. Insufficient considerations of the load-transfer mechanism, branch effect and failure mechanism, as well as overreliance on pile load tests, have led to conservative designs and limited application. This study performs full-scale field load tests on instrumented squeezed branch piles and shows that the shaft force curves have obvious drop steps at the branch position, indicating that the branches can effectively share the pile top load. The effects of branch position, spacing, number and diameter on the pile bearing capacity are analyzed numerically. The numerical results indicate that the squeezed branch piles have two types of failure mechanisms, i.e. individual branch failure mechanism and cylindrical failure mechanism. Further research should focus on the development of the calculation method to determine the bearing capacities of squeezed branch piles considering these two failure mechanisms.