东秦岭二郎坪弧后盆地双向式俯冲特征

二郎坪弧后盆地是北秦岭早生古代活动大陆边缘沟－弧－盆系统的重要组成部分,现今二郎坪岩群是古弧后盆地的物质残存,记录了盆地演化方式和过程,沉积建造和岩浆作用研究发同,在二郎坪弧后盆地南北两侧各发育一套活动型陆缘沉积体系和一系列府冲型花岗岩,变形构造解析反映出主造山期早期沿弧后盆地两侧各形成一套韧性推覆构造系,并具对冲型几何学样式,为俯冲带典型构造,综合分析表明,弧后盆地在造山早期分别俯冲于南部秦岭古岛弧和北部宽坪古陆之下,具双向式俯冲特征。     

高稳定度的低能X射线管高压发生器的研制

介绍了一种用于X荧光分析中激发X射线管的低功率，高稳定度的高压发生器。采用逆程变压器(FBT)产生高压的方式和脉幅调制(PAM)稳压的方法，实现电路简单可靠，易小型化。同时，详细分析了其工作原理和主要电路，给出了试验数据。该高压发生器达到了设计要求，已投入实际应用多年，并体现出高稳定性和高可靠性的特点。     

Application of extended Kalman filter to back analysis of the natural stress state accounting for measuring uncertainties

In this work, we present a numerical procedure for determining the nature stress state in the rock mass around a tunnel. A finite element method is applied for analyzing the direct problems of tunneling during the back analysis of parameter estimation, in which a no‐tension elastic–plastic model is used to simulate the elastic–tensile and elastic–plastic‐tensile failure states which often occur in the cases of underground excavation in heavily jointed rock masses. By considering the natural stress state as random parameters of the tunneling system, the Kalman filter method is employed for feedback analysis to modify the parameter values in a statistical context, which uses the prior information in the process of estimation and employs a set of displacements obtained from field measurements. To verify the effectiveness of the proposed method of inverse analysis, the developed numerical procedure is applied to a synthetic example of deep tunnels in yielding rock masses. The relative importance of the a priori and updating information is investigated, as is the importance of their uncertainty. The results show great potential of the proposed approach. Copyright © 2010 John Wiley & Sons, Ltd.     

Estimation of effective stress parameter of unsaturated soils by using artificial neural networks

Great efforts are required for determination of the effective stress parameter χ, applying the unsaturated testing procedure, since unsaturated soils that have the three‐phase system exhibit complex mechanical behavior. Therefore, it seems more reasonable to use the empirical methods for estimation of χ. The objective of this study is to investigate the practicability of using artificial neural networks (ANNs) to model the complex relationship between basic soil parameters, matric suction and the parameter χ. Five ANN models with different input parameters were developed. Feed‐forward back propagation was applied in the analyses as a learning algorithm. The data collected from the available literature were used for training and testing the ANN models. Furthermore, unsaturated triaxial tests were carried out under drained condition on compacted specimens. ANN models were validated by a part of data sets collected from the literature and data obtained from the current study, which were not included in the training phase. The analyses showed that the results obtained from ANN models are in satisfactory agreement with the experimental results and ANNs can be used as reliable tool for prediction of χ. Copyright © 2007 John Wiley & Sons, Ltd.     

基于黄土变形时效试验的高填方工后沉降研究

以填土厚约80 m的吕梁机场黄土高填方试验段为研究对象,开展不同性状黄土的室内变形时效性试验,并建立了反映其变形时效性的修正Burgers模型（M-B模型）,将其引入到有限差分法软件FLAC3D中,开展了填土在不同压实度、含水率控制标准和不同地基处理方案下高填方的工后沉降规律敏感性分析。基于原位监测结果进行数值反演和预测分析,进一步探究室内试验得到的变形时效性参数与高填方概化层参数之间的差异。结果表明：深厚黄土地基上的高填方工程,其原地基的处理是控制工后总沉降的首要因素,在设计填料的压实度时,其含水率的控制也是影响工后沉降的重要因素;经反演分析得到,概化层变形参数比室内大1～4倍,预测得到深厚黄土地基上的高填方沉降稳定的时间需3～4 a,建议竣工后1.5～2.0 a开展基础设施建设。     

基于密度的轨迹时空聚类分析

通过轨迹聚类分析挖掘物体移动模式的空间分布和时间特征,对于认识运动的形成机制,预测运动的未来发展具有重要的意义。目前,轨迹聚类研究主要关注物体的空间位置变化,时空聚类中时间约束一般只是作为辅助信息,并不真正参与聚类。本文提出基于密度的轨迹时空聚类方法,在聚类过程中同时考虑轨迹包含的时空信息,在空间聚类的基础上提出了轨迹线段时间距离的度量方法和阈值确定原则,对时空邻域密度进行聚类分析,挖掘物体的时空移动模式。实验对南海涡旋轨迹进行时空聚类分析,得到了涡旋典型移动模式的空间分布和时间特征,验证了基于密度的轨迹时空聚类方法的有效性。加入时间约束后,移动通道主要发生缩短、分裂和消失的变化。和空间聚类相比,轨迹时空聚类可有效地划分发生在同一位置不同时间的轨迹,得到的聚类结果更加细化,移动模式更加准确,有利于物体的移动模式做更深入的分析。     

创新型城市研究的理论演进与反思

通过对创新型城市研究的理论性追溯及其主要研究内容回顾,梳理出创新型城市研究的发展演进脉络。着重反思了当前创新型城市研究方面存在的薄弱环节,认为其突出表现为创新型城市研究的指标化困境以及对于城市创新外生力量源泉关注的不足,并明确指出,个性化的城市创新路径选择以及有效利用国际创新资源是未来创新型城市研究与实践的主要突破方向。     

基于黏弹性本构性能的隧道围岩变形预测研究

针对Ⅲ、Ⅳ级围岩,以江西高速公路隧道为背景,采用弹-黏塑性有限单元法分析预测不同类别隧道围岩变形。选取现场Ⅲ、Ⅳ级围岩进行室内剪切流变试验,分析得到Ⅲ、Ⅳ类岩样流变试验曲线与广义Kelvin 模型的流变曲线吻合较好。基于广义Kelvin模型,推导出黏弹性模型复杂应力状态下的应力-应变关系。采用施工过程的黏弹性动态反分析法计算围岩参数,结合反演参数对预测隧道围岩变形进行预测分析。研究成果已应用于实际隧道工程中,指导、修正设计和施工参数,可为安全施工提供合理依据。     

用于VLBI数字基带转换的多相滤波技术研究

该文阐述了利用低通滤波器和多相滤波器技术实现VLBI数字基带转换的原理,建立了采用多相滤波器与FFT技术的数字基带转换系统的仿真模型;然后对本模型的算法复杂度进行了分析和比较;最后对该模型的正确性进行了仿真实验验证.