C++中运算符的重载应用

对C++中运算符重载进行了分析,阐述了运算符重载的概念,使用实例介绍了两种运算符重载的方法,并对运算符重载的应用规则和注意事项进行了探讨。     

水泥稳定碎石设计参数研究

基于重载交通和现代测试技术的发展,采用材料试验机(MTS)环向引伸仪法实测了水泥稳定碎石的回弹模量和泊松比,并用BISAR程序计算了回弹模量和泊松比的变化对给定路面结构剪应力和拉应力的影响规律.结果表明:水泥稳定碎石的回弹模量和泊松比均随荷载的增加而增加;水泥稳定碎石回弹模量和泊松比的变化对路面结构剪应力和拉应力的影响不明显;超载对路面结构剪应力和拉应力的不利影响显著.     

一种新型上行SCMA系统接收机

稀疏码多址接入(SCMA)是一种码域非正交多址接入技术,以其优异性能成为5G多址接入技术的热门候选方案.上行SCMA系统一般采用消息传递算法(MPA)接收机,检测过程中存在由先验信息带来的误差.针对这一问题提出一种新型接收机,称为环MPA (R-MPA)接收机,其通过一种联合检测方案来消除上述误差对最终检测结果的影响.理论分析和仿真验证表明,与现有的log-MPA接收机及经典MPA接收机相比,所提R-MPA接收机是一种检测精度更高而实施复杂度较低的上行SCMA系统接收机.     

厚层淤泥的超载挤淤法建基对策及工程实例

 简述中山市二看守所的厚淤泥层上覆地基抗滑桩护坡的崩塌滑坡灾患,论述了超载挤淤法处理的机理、对策与措施,其成功实践可广为冲积洲厚层淤泥区的地基工程借鉴。     

Measurement of Truck Transport Vibration Levels in China as a Function of Road Conditions,Truck Speed and Load Level

Transport vibration levels in trucks were measured as a function of truck speed, road conditions and load level. The trucks consisted of one normally loaded truck and one overloaded truck with leaf‐spring suspensions. Truck speeds were divided into three groups: 0–30 km/h, 31–60 km/h and 61–90 km/h. Traffic roads consisted of highways, arterial roads (ARs), secondary roads (SRs) and tertiary roads (TRs). The results revealed that transport vibration levels increased with truck speed; TRs contributed to the highest transport vibration levels, followed by SRs, ARs and highways. The power spectral density peaks were at 3 or 3.5 Hz. Overloading probably suppressed transport vibration levels especially at low speeds. Copyright © 2015 John Wiley & Sons, Ltd.     

木里河立洲拱坝整体稳定地质力学模型试验研究

采用三维地质力学模型超载法试验,对立洲拱坝的整体稳定性进行研究,在模型中充分反映断层、层间剪切带、裂隙密集带及长大裂隙等复杂地质构造对拱坝与地基整体稳定性的影响。通过超载法破坏试验获得坝体、坝肩、坝基岩体及结构面的变形特征、破坏失稳过程、破坏形态和破坏机制,揭示影响稳定的控制性因素和工程薄弱部位,确定拱坝与地基在各阶段的超载安全系数为：起裂超载安全系数K1 = 1.4～2.2,非线性变形超载安全系数K2 = 3.4～4.3,极限超载安全系数K3 = 6.3～6.6。通过对比分析类似拱坝工程的超载法试验结果可知,立洲拱坝的超载安全系数在统计分布范围之内,但两坝肩中上部的岩体和结构面局部破坏较严重,需对这些薄弱部位进行重点加固处理,以进一步提高坝与地基的整体稳定安全性。     

超载顺序对锚杆支护结构性能的影响

超载顺序是影响锚杆支护结构性能的一个不可忽视的因素。在考虑坡顶超载的条件下拟建一支护方案,利用ANSYS软件建立了三维有限元模型,并详细分析比较了两种超载顺序下支护结构的水平位移和锚杆轴力的变化。     

沙牌RCC拱坝坝肩稳定破坏试验综合法与超载法的相关特性分析

结合沙牌RCC拱坝坝肩稳定三维地质力学模型试验，着重分析了综合法与超载法所得试验成果的异同及其成果的实用性，探讨了由两种试验方法求得的安全系数间的相互关系。结果表明，由超载法求得的安全系数值大约是综合法求得的1．28倍。     

Proposed modifications to the Wheeler retardation model for multiple overloading fatigue life prediction

A number of modifications to the Wheeler fatigue crack retardation model were proposed. The modifications allow the model to account for the delay retardation due to applied overloads, initial crack growth acceleration immediately following an overload, overload interaction and the net section yielding effect observed in the fatigue crack growth retardation behaviour of many materials. The modified model was used to predict the fatigue life of a series of single and multiple overloading fatigue tests conducted on 350 WT steel. The results showed that the modified model predicted the fatigue lives with a greater accuracy than the original model.