共用地下连续墙深基坑影响下地铁车站与隧道节点变形分析

为了分析深基坑与地铁车站共用地下连续墙影响下车站和隧道连接节点的变形特性,保护地铁线路运营的整体安全,通过现场测试和数值模拟展开研究。根据上海地区深基坑与地铁车站共用地下连续墙工程实例的现场测试数据,分析了开挖施工过程中车站与地铁盾构隧道的竖向位移分布特征,并采用三维数值模型研究了共用地下连续墙深基坑开挖深度、相对位置对车站与隧道节点变形的影响,探讨了车站与隧道节点的曲率半径、相对弯曲的发展变化规律,并判断其安全状态。测试结果与数值分析均表明,车站与隧道节点变形比隧道最大沉降处更加不利;节点的曲率半径随基坑开挖深度的增加而减小,相对弯曲随基坑开挖深度的增加而增加;基坑与车站完全共用地下连续墙或远离隧道时,节点处的曲率半径相对较大。     

The settlement characteristic of underground urban complex in Shanghai

The effects of excavation unloading, construction reloading and underground water on basal heave of excavation projects were presented and analyzed based on the measurement results of an underground urban complex which was located in Shanghai. The effects on water pressure and building settlements were analyzed as well. The numerical analyses by finite element method (FEM) were conducted. It showed that the soil under the excavation base continued to heave during the following certain construction stage. It also found that the bearing capacity of uplift piles which supported the buildings affected the structure quality significantly. The conclusions can be applied in future projects. Foundation item: the National Natural Science Foundation of China (No. 50679041)     

标准遗传算法的研究进展

讨论了标准遗传算法在解决各种复杂问题时存在的缺陷,总结了相应的解决方案,并阐述了这些方案的实现原理,最后简单介绍了几种改进的遗传算法。     

SOLUTION OF MULTIPLE CURVED RIGID LINE AND ANTIPLANE CIRCULAR INCLUSION PROBLEM BY WEAKLY SINGULAR INTEGRAL EQUATION

IntroductionMany investigators have investigated rigid lineinclusion and elastic inclusion problem.Early inthe 60 s,there were investigations aboutthe ex-perimental respects[1,2 ] and theoretical re-spects[3,4] of the inclusion problem . Wang etal[5 ]discussed the elastic stress field near the rigidline tips carefully.They put forward three frac-ture models of rigid lines corresponding to thethree fracture models of cracks and they pro-posed to use stress singularity coefficient( SSC)to desc…     

高速公路治超检测系统分析与设计

高速公路普遍存在超载超限现象,在总结使用便携式移动检测称重设备存在问题的基础上,提出了采用高速公路计重收费固定秤台的动态称重系统的方法,对系统的硬件和软件进行了分析与概要设计,最后给出了系统的工作流程图,通过该流程可有效遏制超载超限现象。     

采用双DSP控制的并联型有源电力滤波器

为满足三相四线制电力用户在滤除谐波的同时进行无功功率补偿的需要,采用基于三相瞬时无功功率理论的ip-iq检测法,结合无差拍PWM控制方法,通过双DSP芯片控制的主功率电路实现谐波抑制和无功补偿的功能.首先对有源电力滤波器的基本工作原理作了描述,然后对检测和控制算法做了相应的推导论证,并用MATLAB-SIMULINK工具进行了仿真验证,最后在以TMS320LF2407A和TMS320VC33两块DSP芯片为核心控制部件的试验样机上进行了试验.仿真和实验结果表明,这种有源电力滤波器能够实时、动态地抑制谐波和补偿无功功率,因而可以在三相四线制电力系统中推广应用.     

基于递归二分类法的电力机车四象限输入过流故障诊断研究

四象限输入过流故障是HXD1型机车牵引变流器的主要故障之一,由于引发该故障的原因较多且故障样本分布不均,导致该故障难以诊断与定位,为此提出了一种基于递归二分类的故障诊断方法。基于K-Means与小波包分解对数据相关关键字段进行特征提取,用基于集成学习的梯度提升决策树(GBDT)构造可靠的分类模型以及用递归二分类法对多标签数据进行递归分类与诊断。对HXD1型机车四象限输入过流故障样本文件进行相关试验,结果表明该方法对于故障样本分类及故障诊断定位有显著提升效果。     

奋力谱写交通强国珠江水运新篇章

金猪摆尾辞旧岁,瑞鼠报春迎新年。在这新春佳节即将到来的美好时刻,我谨代表交通运输部珠江航务管理局向所有关心支持珠江水运改革发展的各级领导、同志和朋友们表示新春的问候!向辛勤付出、忘我工作的广大干部职工致以崇高的敬意!回顾2019年,我们不忘初心,牢记使命,以咬定青山不放松的韧劲、不达目的不罢休的干劲,迎难而上、奋发有为,将希望变成现实,将许多不可能变成了可能,奋力开创了珠江水运改革发展的崭新局面。     

Responses of the strata and supporting system to dewatering in deep excavations

In order to prevent the inrushing caused by deep excavations, dewatering measure has to be adopted to decrease the confined water level. In this study, the responses of the strata and supporting system to dewatering in deep excavations are investigated through numerical simulations and case studies. Coupled fluid-mechanical analyses are performed by the use of the numerical software, FLAC3D. The responses of the ground settlement, base heave and interior columns to the excavation and dewatering are analyzed. Numerical results indicate that the dewatering measure can effectively reduce the uplift of the subsurface soil in the excavation, and decrease the vertical displacement of the supporting system. In addition, field data of two case histories show the similar responses and confirm the validation of the numerical results. Based on the analyses, dewatering in the confined aquifer is recommended as a construction method for controlling the vertical displacement of the strata and supporting system in deep excavations.