Analysis Model on Penetration Depth of Concrete by Eroding Long-Rod Projectiles

Mass loss should be considered while calculating the penetration depth of concrete by eroding long-rod projectiles of high velocity.The penetration process is divided into two phases:eroding phase and rigid phase.During eroding phase,a model to predict the penetration depth is established on the assumption that there is a chipping region in the bottom of crater.During rigid phase,Forrestal formula is adopted to calculate the penetration depth.Using this model,the depth of concrete penetration by a tungsten alloy long-rod projectile is calculated.When the critical eroding velocity is between 950 m/s and 1 000 m/s,the result is in good agreement with the experimental data.     

Enhancing diamond drilling performance by the addition of non-ionic polymer to the flushing media

Drilling is a most important and crucial operation in the excavation industries.With the objective of looking into the enhancement of diamond drilling performance detailed laboratory investigations were carried out on phosphate rock.The effect of Poly (Ethylene Oxide) (PEO) added to the drilling water was studied by varying machine parameters and PEO concentration.The responses were rate of penetration and torque at the bit rock interface.Slake durability tests were also performed to understand the slaking behavior of phosphate rock in PEO solutions.     

基于GIS技术的长途光缆线路维护和管理系统研究

地理信息技术的日益成熟为地理信息系统（GIS）在长途光缆干线维护和管理中广泛应用创造了一定的基础。本文论述了GIS技术的特点,阐述了将GIS应用于长途光缆干线维护和管理的意义,总结了基于GIS技术的长途光缆线路维护和管理系统的功能,提出了基于GIS技术的长途光缆线路维护和管理系统的建设的要求及其关键技术。     

Application of artificial neural networks to the prediction of tunnel boring machine penetration rate

Rate of penetration of a Tunnel Boring Machine(TBM)in a rock environment is generally a key parameter for the successful accomplishment of a tunneling project.This paper presents the results of a study into the application of an Artificial Neural Network(ANN)technique for modeling the penetration rate of tunnel boring machines.A database,including actual,measured TBM penetration rates,uniaxial compressive strengths of the rock,the distance between planes of weakness in the rock mass and rock quality designation was established.Data collected from three different TBM projects(the Queens Water Tunnel,USA,the Karaj-Tehran water transfer tunnel,Iran,and the Gilgel Gibe Ⅱ hydroelectric project,Ethiopia).A five-layer ANN was found to be optimum,with an architecture of three neurons in the input layer,9,7 and 3 neurons in the first,second and third hidden layers,respectively,and one neuron in the output layer.The correlation coefficient determined for penetration rate predicted by the ANN was 0.94.     

郑州地区粉土承载力确定方法的探讨

结合郑州地区典型岩土工程勘察实例,分析了以往采用理论公式计算法、参数查表法、静力触探参数计算法和载荷试验法等粉土承载力确定方法,探讨其中所存在的局限性。粉土承载力与原位测试值呈近似线性关系,而与土工试验参数相关性相对较差。提出了用原位测试法如标准贯入（SPT）和静力触探（CPT）等确定郑州地区粉土承载力的地域性经验公式。     

脂肪醇生物活性和理化性质的QSAR/QSPR研究

为了研究脂肪醇结构-性质(活性)的定量关系,用相对键长取代拓扑距离,结合距离矩阵,提出了距离调和拓扑指数Te,Te和醇的许多理化性质和生物活性具有良好的相关性.用Te及δ(醇中和羟基相连的碳原子的支化度)与脂肪醇的溶解度、辛醇/水分配系数、急性生物毒性、蒸发热、摩尔磁化率关联,复相关系数分别为0.9955,0.9951,0.9941,0.9964,0.9968,优于文献.同时与脂肪醇的气相色谱保留指数也相关得很好,相关系数为0.9956.结果表明,Te指数可用于醇多种理化性质和生物活性的预测.     

直接侧向力与气动力复合控制导弹脱靶量分析

大气层内姿控式直接侧向力控制导弹末制导系统存在气动力控制与复合控制之间的切换,在这种特殊情形下引入有限时间广义H2方法进行脱靶量分析.根据复合控制导弹末制导系统数学模型,研究了切换情形下的零效脱靶量与制导系统关键参数之间的关系,分析了直接侧向力启控时间、有效导航比、修正比例导引系数以及目标估计环节时间常数对零效脱靶量的影响.分析结果为制导末端直接侧向力启控时间的确定和修正比例导引律参数的选择提供了有力依据.     

加筋板架击穿概率分析

为评估攻击武器作用下舰船结构的安全性,对战斗部冲击载荷作用下加筋板架的击穿概率进行分析.取初始撞击速度、战斗部密度、材料的弹性模量和极限强度作为随机变量,利用随机数生成程序得到50组随机变量的初始值;采用有限元程序进行仿真计算,得到战斗部击穿板架后的末速度值,并检验末速度是否服从正态分布,若不服从则利用最大熵法拟合末速度的概率密度函数;考虑战斗部撞击点和板架加强筋的相对位置关系,采用速度破坏准则,利用蒙特卡罗方法模拟得到不同入射角度的战斗部击穿单层和双层加筋板架的概率.该方法所用样本数量少,充分利用了样本信息,效率较高,具有一定实际应用价值.     

信号交叉口影响区路边停车的交通流延误模型

为了提高路边停车带的利用率和减小其对路段交通流的影响,以城市一幅路为研究对象,从分析路边停车带的车辆驶出、汇入时对道路动态交通流的影响入手,考虑路边停放车辆及信号控制的共同作用,运用稳态理论分析车辆在信号交叉口的延误时间,建立了停车带第i个泊位车辆驶出影响下,单位时间内机动车流在信号交叉口的延误-Di与停车带离开停车线的距离L0、路段交通流量以及信号周期时长C和红灯时间r的关系模型.以南京市天津路路边停车带为例,重点分析了距离交叉口停车线最近停车位的车辆驶出引起的延误时间-D1随L0、信号周期时长C、红灯时间r变化的规律,结果表明,随着交叉口饱和流率的不同,停车带与交叉口的距离可分别在60m和90m区间设定,而交叉口信号周期长度和红灯时间比例均对延误结果存在显著影响.     

电梯零速停靠的RBF神经网络预测算法

针对电梯运行过程中存在爬行距离的问题,提出了基于RBF(Radial Basis Function)神经网络的爬行距离预测模型.将预测的爬行距离增加到电梯速度曲线的匀速段,实现减小或消除爬行距离的目的,从而实现电梯的零速停靠.从电梯运行现场采集大量的原始数据,建立RBF神经网络预测模型,与BP(Back Propagation)预测方法进行仿真比较,结果表明RBF神经网络具有更好的预测效果.给出了应用零速停靠RBF预测算法前后电梯运行的速度曲线,爬行距离减小或消除,电梯的运行时间变短,实现了节能.