简谐荷载下单层球面网壳动力失效机理研究

以具有实际工程意义的40m跨度K8型单层球面网壳为研究对象,采用ANSYS程序的Pipe20单元,考察不同矢跨比网壳在不同频率的简谐荷载作用下,随着荷载幅值的逐渐增大,其宏观和微观响应的变化,详细阐述了2类破坏行为的规律,并通过一定规模的参数分析,给出单层球面网壳动力强度破坏判别准则.     

Dynamic analysis of slab track on multi-layered transversely isotropic saturated soils subjected to train loads

The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the rails and slab are represented by a continuous layer of springs and dashpots. A series of point loads are formulated to describe the moving train loads. The governing equations of track-ground systems are solved using the double Fourier transform, and the dynamic responses in the time domain are obtained by the inverse Fourier transform. The results show that a train load with high velocity will generate a larger response in transversely isotropic saturated soil than the lower velocity load, and special attention should be paid on the pore pressure in the vicinity of the ground surface. The anisotropic parameters of a surface soil layer will have greater influence on the displacement and excess pore water pressure than those of the subsoil layer. The traditional design method taking ground soil as homogeneous isotropic soil is unsafe for the case of RE 1 and RG 1, so a transversely isotropic foundation model is of great significance to the design for high train velocities.     

基于地磁参数和子午线收敛角计算的井斜方位角校正方法

井斜方位角的校正对于定向井轨迹控制、中靶分析有非常重要的意义。通过分析大地坐标与高斯克吕格投影坐标之间的关系,根据地磁场球谐函数模型,地磁参数和子午线收敛角的计算模型,提出了实现方式和求解步骤,并编制了相应的计算软件。通过实例计算与分析,表明地磁参数和子午线收敛角的准确计算对于定向井轨迹控制的重要性。     

循环荷载下人工结构性土变形与强度特性试验研究

针对长期动载作用下天然沉积结构性黏土地基强度和刚度循环软化问题,分别以水泥和食糖为模拟粒间胶结和大孔隙的材料,制备了不同胶结强度和初始孔隙比的人工结构性土,开展了人工结构性土与相应重塑土的动三轴试验,分析了土体胶结强度、初始孔隙比、围压和动应力幅值对累积变形和动强度的影响规律。试验结果表明：累积应变-振动次数曲线以临界循环应力为界分为：塑性安定型、临界型和破坏型;临界循环应力随胶结强度增大、初始孔隙比减小而增大;土体胶结强度越高,脆性破坏越明显,累积应变曲线转折点对应的应变越小。动强度的应变破坏标准采用转折点应变值更符合土性变化规律;动强度随胶结强度增大、初始孔隙比减小而增大;动黏聚力cd随破坏振次增大而降低,而动内摩擦角?d基本不变。试验结果可为软弱土地基动力灾变控制提供有益参考。     

Evolution and spatial patterns of spheres of urban influence in China

This article presents the findings of a study of the spheres of urban influence with regard to all cities in China（not including Hong Kong,Macau and Taiwan Province of China）in the years 1990,2000 and 2009.An optimized gravity model with comprehensive time distance was used to carry out a detailed analysis of the spatial patterns of Chinese spheres of urban influence and the spatial characteristics of urban agglomerations.Such urban agglomerations are characterized by high density population and a developed economy,which are also considered as the national competition unit.This paper initially identifies four spatial patterns of urban agglomerations based on the spatial layout of city groups during their evolution.Some basic characteristics of urban agglomerations are outlined,including the number of cities,the size of cities and the functions of urban centers.These characteristics are examined by using statistical methods and Geographic Information System（GIS）.The main findings from this research are that the development stages and structures of urban agglomerations in China vary significantly.It is also clear that the stages and evolution of spatial patterns are strongly affected and dominated by both policy and location factors.     

Genetic Programming Approach for Predicting Surface Subsidence Induced by Mining

INTRODUCTIONThe study of surface subsidence resulting fromunderground mining holds significance in view ofbeneficial effects on national economy and people’sliving conditions.As is known,a large quantity ofminerals need to be exploited for modernization con-struction.Mining leads to surface subsidence,someunderground engineering and production facilities aredestroyed accordingly,which blocks the developmentof production and retards people’s living standard.To solve this contradiction,su…     

孤山川流域近30年土壤侵蚀时空动态特征分析

目的 针对区域水土保持效益评价、土壤流失治理的需求,选择黄土高原土壤侵蚀较为严重的孤山川流域为研究区,定量研究了孤山川流域近30a的土壤侵蚀时空变异特征。结果表明,1975～2006年间,研究区土壤侵蚀的变化分两个阶段。第一阶段为1975～1986年,土壤侵蚀强度加剧,侵蚀面积增加了138.13km2,流域东南部增加最多;第二阶段为1986～2006年,全流域土壤侵蚀强度减弱,侵蚀面积减少了163.09km2,1986年和1997年,东部地区减弱趋势更明显。中度以上的土壤侵蚀主要发生在高程1 070～1 300m处,都对应于18°～35°的陡坡地;1975年和2006年,中度以上侵蚀分别集中在900～1 150和1 300～1 800,单位为 MJ·mm·hm-2·h-1。流域土壤侵蚀主要发生在耕地和林地。1975～2006年,耕地面积减少,林草地面积增加,土地利用向良性循环发展。可为认识黄土丘陵沟壑区I副区土壤侵蚀规律和该区土壤侵蚀防治宏观决策提供科学支撑。     

动力排水固结前后软土微观结构分析

通过液氮冷冻干燥制样技术制备饱和软土试样,借助扫描电子显微镜技术,得到经室内动力排水固结前后土样的微观结构图像,用编制的计算机程序分析其微观结构参数变化。通过比较试样的孔隙个数、总面积、总周长、面积分级、平均孔径、形状系数、圆度和各向异性率、分形维数,研究了在动力排水固结作用下土体微观结构在垂直向和水平向发生的变化。     

Identifying rock blocks based on hierarchical rock-mass structure model

Rock-masses are divided into many closed blocks by deterministic and stochastic discontinuities and engineering interfaces in complex rock-mass engineering. Determining the sizes, shapes, and adjacent relations of blocks is important for stability analysis of fractured rock masses. Here we propose an algorithm for identifying spatial blocks based on a hierarchical 3D Rock-mass Structure Model (RSM). First, a model is built composed of deterministic discontinuities, engineering interfaces, and the earth’s su...     

甚高频时岩石介电常数的测试方法和特性

本文讨论20-200MHz频率范围内平行板电容法测量岩石介电常数和电导率的方法,指出常用的静电场公式的局限性,给出较精确的似稳场动态公式,并讨论20-50MHz频率范围内的岩石介电特性。