Effect of partial replacement of geopolymer binder materials on the fresh and mechanical properties: A review

The growth of demand for concrete raises concerns about the consumption of natural resources and ordinary Portland cement. Geopolymer composites show promise as a sustainable alternative for conventional cement concrete. Considering the wide range of potential geopolymer composites applications (including suitability for transportation infrastructure, underwater applications, repair and rehabilitation of structures as well as recent developments in 3D printing), the desired fresh and mechanical properties of the geopolymer composite may vary between applications: for example, rapid setting can be a merit for certain applications and a demerit for others. Therefore, the desired fresh and mechanical properties (e.g., workability, setting time, compressive strength, etc.) can be controlled for a given geopolymer source material through its partial substitution by natural or by-product materials. Recognizing the critical role of various replacement materials in enhancing the potential applications of geopolymer composites, the present review was undertaken to quantify and understand the effect of partial replacement by fly ash, metakaolin, kaolin, red mud, slag, ordinary Portland cement, and silica fume on the setting time, workability, compressive strength and flexural strength of various source materials addressed in the literature. The review also provides insights into research gaps in the field to promote future research.     

An analytical model to determine the ultimate load on masonry arch bridges.

This paper proposes an analytical elasto–plastic model to describe the behavior of arches. The modeling is carried out using the equations of (i) horizontal equilibrium, (ii) vertical equilibrium and (iii) equilibrium of moments. The latter equations of equilibrium are ordinary differential equations which can easily be solved by adding boundary conditions, imposing restrictions on the horizontal and vertical movement and on the rotation in the abutments of the arch. For masonry arches, including material properties allowing the occurrence of cracks and the subsequent formation of hinges is required. The latter theory has been implemented in a computer program (Matlab), offering numerical simulations. The software was used to illustrate two case-studies, i.e., the assessment of an arch loaded with a vertical point load and one with a horizontal point load.     

陕北姬塬油区储集层特征地球物理测井分析

为了保持油井稳产，提高油藏采收率，姬塬油区拟采用面积法注水，急需对油藏分布规律进行详实、系统的研究，以保证井网建设的合理、高效。在前人研究成果基础上，对油区现有测井资料进行收集、整理、再解释，从油藏特征研究出发，对储集层进行测井分析，并使用克里金技术进行了地质建模。使用容积法计算油藏储量，为油区的注水开发提供了油藏资料。     

基于地统计方法的二氧化碳浓度空间插值研究

克里格法（Kriging）是地质统计学的主要内容之一,从统计意义上说,是从变量关系和变异性出发,在有限区域内对区域化变量的取值进行无偏、最优估计的一种方法：从插值角度讲是对空间分布的数据求线性最优、无偏内插估计的一种方法。克里格法的适用条件是区域化变量存在空间相关性。将临安市内的二氧化碳作为区域化变量．根据不同的半变异函数理论模型,采用普通Kriging法,通过对比分析得到：基于地统计的插值方法。根据半变异函数云图和试验方差最小的原理．选择合适的半变异函数理论模型进行变量的空间插值．能够较好地模拟区域化变量的空间连续分布格局．并取得较好效果。     

基于主动学习Kriging模型的地下管线抗震可靠度分析

为提升地下承插式接口铸铁管线抗震可靠度的计算效率,提出基于主动学习Kriging代理模型的Monte Carlo模拟方法(AK-MCS)进行地下管线抗震可靠度计算。采用梁单元模拟管线结构,均布弹簧反映管土相互作用,接口弹簧模拟邻接管道约束作用,建立了地下管线地震响应分析模型;考虑管线接口允许位移、管线埋深、土体容重和内摩擦角等模型参数随机性的影响,以管线接口位移量为安全准则,采用主动学习Kriging模型方法建立管线接口位移响应与随机变量参数关系的代理模型,从而获得管线接口安全状态。算例结果表明,AK-MCS法计算得到的管线失效概率与传统Monte Carlo模拟计算的结果相对误差在5%以内,且AK-MCS法计算时间约为传统Monte Carlo模拟计算时间的2%。因此在进行管线可靠度计算时,主动学习Kriging代理模型方法具有准确性与高效性。     

普通中央空调防范疾病传播的措施

指出普通中央空调在防范空气类传播疾病时 ,存有缺陷 ,必须采取有效措施 ,对其进行适当改进 ,以提高中央空调在使用中防范疾病传播的能力     

改善普通水泥耐久性的研究

研究了活性组分及少量的引气剂对水泥性能的影响。实验表明：活性组分或与少量的引气剂复合使用，降低了水泥砂浆的大孔体积和干缩率，提高了其抗渗性、抗化学侵蚀性、抗钢筋锈蚀性，并改善了水泥砂浆的某些力学性能。     

等离子硅刻蚀及其工艺参数的多尺度优化

用CFD-ACE+和CFD-TOPO分别对容性耦合等离子体反应腔室放电和等离子硅刻蚀过程进行仿真,讨论不同射频电压和腔室条件对等离子体特性的影响.结果表明:随着射频电压的升高,离子的通量增大;在低射频电压时,离子通量随腔室压强的升高而减小,而在高射频电压时趋势则相反.用Kriging模型对影响刻蚀形貌的参数(腔室压强和射频电压)进行优化,结果表明该优化方法可以为工艺条件相近的刻蚀机设备的设计提供参考.     

以Kriging可靠度分析为基础的半无限规划

基于可靠度的结构优化设计是国内外积极探索和研究的重要课题,但是传统的两层次算法的最大缺点就是计算效率很低,甚至有时不能够得到收敛解.因此有必要对这一类问题进行研究和探索,寻找新的计算方法以降低计算成本.本文将Kriging方法应用于带可靠性约束的优化设计中,将双层规划问题转化为一个带有无穷多个约束的半无限规划问题,然后使用Kriging模拟来近似地替代结构重分析,使得优化过程中的结构重分析次数减少,在保证计算精度的同时使计算效率得到较大提高.