Bifurcation and second‐order work in geomaterials

In this paper, the ability of a material rate‐independent system to evolve toward another mechanical state from an equilibrium configuration, with no change in the control parameters, is investigated. From a mechanical point of view, this means that the system can spontaneously develop kinetic energy with no external disturbance from an equilibrium state, which corresponds to a particular case of bifurcation. The existence of both conjugate incremental strain and stress such that the second‐order work vanishes is established as a necessary and sufficient condition for the appearance of this bifurcation phenomenon. It is proved that this fundamental result is independent of the constitutive relation of the rate‐independent material considered. Then the case of homogeneous loading paths is investigated, and, as an illustration, the subsequent results are applied to interpret the well‐known liquefaction observed under isochoric triaxial loading conditions with loose granular materials. Copyright © 2006 John Wiley & Sons, Ltd.     

利用众源地理数据快速测制大比例尺军事地形图

针对特战实训演练中大比例尺军事地形图数据不足、现势性较差的问题,从特战用图需求出发,基于众源地理数据提出了一种快速、高效、经济、准确的大比例尺军事地形图测制方法。首先,介绍了众源地理数据的概念和特点,研究了众源地理数据的来源和获取方法。然后,在顾及军事地形图与民用地形图之间制图表达的差异后,设计了利用众源地理数据绘制大比例尺军事地形图的工艺流程。最后,基于ArcMap,绘制了某地1∶1万军事地形图并进行实验验证和精度分析。实验结果表明,该方法既可有效提高作业效率,又能满足成图精度要求,可为军事教学训练、指挥员用图决策提供重要参考。     

内蒙古高原中东部地区137Cs背景值的确定方法(英文)

In isotope 137 Cs tracing studies, it is a premise to determine suitable 137 Cs reference inventory(CRI) plots and the CRI values. Owing to the heterogeneous spatial distribution of 137 Cs deposition in the ground and diverse, or even irregular, operations in sampling and testing procedures, CRI determination is usually faced with many difficulties and uncertainties. In addition, more difficulties occur in an investigation of a large-scale region because of time constraints and measurement cost limitations. In this study, traditional CRI acquiring methods were summarized first, and then a new complex scheme was established, involving seven core steps and coupling the model estimate and sample measurement. The above CRI determination methodology was implemented in the central-eastern Inner Mongolia Plateau. The case study results showed that the CRI in the dark chestnut soil sub-region, located in the east and south of Xing'an City, exhibited 2447 Bq·m–2; the CRI in the aeolian sandy soil sub-region, positioned in the south central Tongliao City and central Chifeng City, showed 2430 Bq·m–2; the CRI in the sandy chernozem soil sub-region, situated in the northwestern Chifeng City, presented 2384 Bq·m–2; and the CRI in the chestnut soil sub-region, in the southern Xilin Gol City, was 2368 Bq·m–2. The newly proposed CRI determination scheme was proved effective, and the determined CRI plots and CRI values were convincing. The methodology offered a framework for 137 Cs tracing studies in large-scale regions or long-distance transects.     

Imagestation OrthoPro正射影像匀光实践

简述了Imagestation OrthoPro匀光原理,结合其原理分析了正射影像匀光过程中,大面积水域、屋顶等产生明显色差的原因,并用实验证明相关的改正方法,即适当调整kernel size或darken maximun参数项值,可有效避免水域等大面积亮区匀光后产生明显色差。     

基于大地形变监测的大震预测问题思考

本文以中国西部大地形变监测与地震预测实践为基础, 简要总结回顾了利用大地形变进行强震预测研究的工作思路、方法和一些进展; 进而结合2001年昆仑山口西8.1级、 2008年四川汶川8.0级特大地震前区域地壳运动变形背景和已有的研究结果, 分析和探讨了基于大地形变监测、 并考虑地震构造的差异性来进一步提高大震预测的有效性...     

Strain field measurements of rubber by image analysis and design criteria for laminated rubber bearings (LRB)

Although seismic isolation rubber bearings in bridges and buildings have proven to be a very effective passive method for reducing earthquake‐induced forces, a detailed mechanical modeling of the rubber that is used in bearings under large strains has not been established. Therefore, a 3D model of failure behavior and the design criteria for the safety evaluation of seismic isolation bearings have not yet been developed. This paper presents: (1) correlation‐based template‐matching algorithms to measure large strain fields of continua; (2) a failure criterion for rubber; and (3) the design criteria for the safety evaluation of laminated algorithms, data‐validation algorithms were developed and implemented to eliminate possible unrealistic displacement vectors present in the measured displacement field. The algorithms were successfully employed in the strain field measurement of LRB and rubber materials that are subjected to failure. The measured local strains for rubber material at failure were used to develop a failure criterion for rubber. The validity of the proposed criterion was evaluated by applying it to the LRB; the criterion was introduced into a 3D finite element model of LRB, compared with the experimental results of bearings failure, and verified. Finally, design criteria are proposed for LRB for the safety evaluation. Copyright © 2003 John Wiley & Sons, Ltd.     

遥感技术在大面积天然草地估产和预报中的应用探讨

利用新疆北疆地区不同草地类型上观测的草地可食产量、环境与遥感资料等,使用3S技术进行了相关分析和遥感估产及预报,建立了地面光学和线性或非线性遥感估产及产量预报模型,在实际估产和产量预测中加以应用、检验,并给出了生态学解释。     

车载移动测量系统在大比例尺地形图数学精度检测中的应用

研究了车载移动测量系统在大比例尺地形图数学精度检测中的应用。首先在小范围内对其进行了相关试验,得到其有效性后,对某市全市域的地形图进行了抽样检测;对车载移动测量检验与常规方法检验在外业数据采集、内业数据处理及存储量等几方面进行了比较,分析了车载移动测量检验方法的优劣性,为提高测绘质检效率提供了一种新方案。     

基于PS-InSAR技术的黄土大厚度挖方区回弹变形规律分析

以陕北某湿陷性黄土大厚度挖方地基工程为研究对象,采用PS-InSAR技术对2018-10—2019-11间获取的16景TerraSAR-X卫星影像进行处理,获取了湿陷性黄土挖方区回弹变形信息,总结了大厚度挖方区时序回弹变形特征。结果表明,由于上部土体应力卸载,在开挖区域存在地基土回弹变形现象,选取的高密度PS点变形信息较好地反映了研究区的真实变形情况,回弹变形范围与开挖边界吻合,另外挖方厚度越大,土体开挖引起的回弹变形越大;在开挖完成后的1年监测时间内,回弹区变形量随时间呈线性变化,在最大开挖厚度处,产生最大回弹量为29.3 mm;此外,PS-InSAR技术监测到的变形量与实地水准结果吻合性较好,表明该技术在黄土大厚度挖方区回弹变形监测中具有较好的应用效果。     

非差误差改正信息的大范围单历元网络差分方法

针对网络差分方法多采用双差模型,但双差模型在实现时不够灵活的问题,提出一种基于非差误差改正信息的大范围单历元网络差分方法。此方法能够克服双差网络差分模型的缺点,用户不需要选择一个参考站作为主参考站,更不需要主参考站的观测数据进行双差组合,从而减少了数据传输量,作业方式更加自由、灵活,且算法简单、作业范围大。大范围区域内的流动站用户利用非差误差改正数进行误差改正,然后可实现单历元网络差分定位。实验表明,该方法可完成大范围单历元网络差分定位,并能够得到分米级精度的定位结果。