引大总干渠先明峡倒虹吸水平管段复位施工方法

引大入秦工程总干渠先明峡倒虹吸管水平段钢管因温度变化引起上下游伸缩节的预留伸缩量发生了较大的变化,造成支承环的底座与支墩上的四氟滑块产生了较大错位,支墩出现了偏心受压,大部分四氟滑块出现断裂、脱胶和翘曲等破坏。通过水平管段支承环底座的摩阻力、伸缩节橡胶棒摩阻力计算,水平管段采用箱型定向滑动导轨和滑动钢球的复位措施、施工方法、步骤。采用该施工方法复位后,工程运行情况良好。     

煤矸软卧地基上建筑墙体开裂的事故分析和处理

实践证明,煤矸地基为不良软土地基,工程上具有塑性、流变等不稳定现象,极易造成建筑物失稳.故而,分析了煤矸地基的物理特性,提出控制方案及控制对策.实施后结果证明可以保证地基的稳定,满足了工程需要,产生显著的经济效益.     

一种基于模糊评判的水平叠加方法

以信号的模式识别为基础,应用模糊评判的方法,通过道集叠加得到标准道,对道集内的各道进行模糊评判,剔除评判结果最差的道,再次进行叠加、评判、剔除,直到达到要求的评判结果或规定的最大剔除道数.模拟试验表明,通过模糊评判方法得到的叠加记录的效果明显优于直接叠加.     

Micro- and nano-scale deformation behavior of nylon 66-based binary and ternary nanocomposites

The primary aim of this paper is to provide an insight on the effect of the location of organoclay on the micro- and nano-scale deformation processes in melt-compounded nylon 66/organoclay/SEBS-g-MA ternary nanocomposites prepared by different blending sequences. In addition, the deformation processes of the ternary nanocomposites were compared to the binary nanocomposites (nylon 66/organoclay and nylon 66/SEBS-g-MA) and neat nylon 66. The incorporation of SEBS-g-MA particles toughened nylon 66 markedly; but the flexural modulus and strength were both reduced. Conversely, the use of organoclay increased the modulus but decreased the fracture toughness of nylon 66. Nylon 66/SEBS-g-MA/organoclay ternary nanocomposites exhibited balanced elastic stiffness and toughness. Stress-whitening studies of the fracture surfaces in terms of gray level were also performed and an attempt was made to correlate the optical reflectivity characteristics with fracture toughness. It was concluded that the capability of SEBS-g-MA particles to cavitate was decreased by the presence of organoclay in the SEBS-g-MA phase, resulting in reduced toughening efficiency. The best micro-structure for toughness and other mechanical properties is thus to maximize the amount of exfoliated organoclay in the nylon 66 matrix rather than to have it embedded in the finely dispersed SEBS-g-MA particles.     

Stress recovery in geometrically nonlinear membranes by a Hu-Washizu finite element formulation

A class of mixed finite elements based on the Hu-Washizu functional is introduced as a strategy to reduce the spurious stress phenomena encountered with standard or displacement-based formulations for geometrically exact membranes. Selected examples compare the performance of this class of elements with that of the standard formulation and demonstrate that reduction of spurious stresses is obtained and that the stresses are more accurate than those optimally sampled in the standard formulation.     

采空区对地面建筑物的影响及工程措施

介绍了采空区上覆岩层“三带”的形成和采空区对建筑物的影响以及场地稳定性的评价 ,用工程实例来说明了在建筑设计中应注意的问题 ,并给出了一些处理措施     

顾及多个因子的卡尔曼滤波法在大坝变形分析中的应用

首先建立大坝变形与时间相关关系的变形模型，从中找出变形与时间相关关系的最佳变形模型;然后考虑到库水位和温度对大坝变形的影响，建立变形与时间、水位、温度相关关系的变形模型;最后将变形与时间、水位、温度相关关系的变形模型的模型参数作为状态向量，用卡尔曼滤波法进行大坝变形分析。实例计算表明这种建模方法效果较好。     

Migration Processes II: The Discrete Case

Following the study of migration processes in the continuous domain in Part I of this paper, we reformulate the concept of migration in the discrete domain (Z^m) and define Discrete Migration Processes (DMP). We demonstrate that this model is a natural discrete representation of the continuous model and maintains the model's features in a qualitative sense. We show that under discrete migration any discrete set shrinks to a limit in finitely many iterations. The discrete representation provides an advantageous basis for digitally implementing the MP model. Using this implementation we illustrate the discrete migration of various types of sets under various types of constraints.