Microscopic Analysis of Cementitious Sand and Gravel Damming Materia

The mechanical properties of cementitious sand and gravel damming material have been experimentally determined by means of microscopic SEM(Scanning Electron Microscopy)image analysis.The results show that the combination of fly ash and water can fill the voids in cemented sand and gravel test blocks because of the presence of hydrated calcium silicate and other substances;thereby,the compactness and mechanical properties of these materials can be greatly improved.For every 10 kg/m^(3) increase in the amount of cementitious material,the density increases by about 2%,and the water content decreases by 0.2%.The amount of cementitious material used in the sand and gravel in these tests was 80-110 kg/m^(3),the water-binder ratio was 1-1.50.Moreover,the splitting tensile strength was 1/10 of the compressive strength,and the maximum strength was 7.42 MPa at 90 d.The optimal mix ratio has been found to be 50 kg of cement,60 kg of fly ash and 120 kg of water(C50F60W120).The related dry density was 2.6 g/cm^(3),the water content was 6%,and the water-binder ratio was 1.09.

A Machine-Learning Approach for the Prediction of Fly-Ash Concrete Strength

The composite exciter and the CaO to Na_(2)SO_(4) dosing ratios are known to have a strong impact on the mechanical strength offly-ash concrete.In the present study a hybrid approach relying on experiments and a machine-learn-ing technique has been used to tackle this problem.The tests have shown that the optimal admixture of CaO and Na_(2)SO_(4) alone is 8%.The best 3D mechanical strength offly-ash concrete is achieved at 8%of the compound activator;If the 28-day mechanical strength is considered,then,the best performances are obtained at 4%of the compound activator.Moreover,the 3D mechanical strength offly-ash concrete is better when the dosing ratio of CaO to Na_(2)SO_(4) in the compound activator is 1:1;the maximum strength offly-ash concrete at 28-day can be achieved for a 1:1 ratio of CaO to Na_(2)SO_(4) by considering a 4%compound activator.In this case,the compressive andflexural strengths are 260 MPa and 53.6 MPa,respectively;the mechanical strength offly-ash concrete at 28-day can be improved by a 4:1 ratio of CaO to Na_(2)SO_(4) by considering 8%and 12%compound excitants.It is shown that the predictions based on the aforementioned machine-learning approach are accurate and reliable.

一种具有宽角域调控的非周期时间调制角反射器设计及其雷达目标特征变换方法

时间调制超表面因其可以对入射电磁波进行实时动态地调控,在未来信息领域具有显著的应用潜力.但是时间调制超表面在雷达对抗中的应用却很少被研究,而且由于镜像原理,实现宽角域范围内的单站RCS调控也是其面临的一个关键问题.本文将具有不同于传统周期编码方式的时间调制超表面与角反射器相结合,首次提出了一种基于非周期时间调制超表面的时间调制角反射器,可以在宽角域范围内操控入射电磁波的谐波频谱分布,产生连续的多普勒频移.基于此,进一步探索了非周期时间调制角反射器在雷达中的变换效果,揭示了非周期调制可以沿距离向产生连续的虚假谐波峰值,形成干扰条带.最后,利用半实物雷达系统对时间调制角反射器的高分辨距离像进行了实验测试,验证了所提结构的准确性和理论方法的有效性.

一种同时全极化雷达发射波形和接收滤波器联合设计的抗间歇采样转发干扰方法

针对间歇采样干扰生成的高逼真虚假目标串能将真实目标回波掩盖,致使雷达目标检测功能失效的问题,本文以降低脉冲压缩后的干扰能量为出发点,首次提出了在同时全极化雷达体制下,基于正交发射波形和接收滤波器联合设计的间歇采样干扰抑制方法.文中首先建立了以脉冲压缩输出信号旁瓣能量为指标的目标函数;其次,以抑制间歇采样干扰为目的,根据发射波形的恒模约束等条件,建立了同时全极化雷达体制下发射波形与接收滤波器的联合优化模型;最后,通过交替迭代优化方法对该模型求解,继而实现对间歇采样干扰的抑制.数字仿真和半实物硬件系统测试结果表明,本文提出的方法能有效抑制间歇采样干扰,提升全极化雷达在复杂电磁环境下的抗干扰能力.