考虑孔隙水压力及非线性Mohr-Coulomb破坏准则下浅埋土质隧道三维塌落机制的上限分析

浅埋土质隧道的稳定性研究一直是隧道工程的关键问题,而孔隙水压力的存在影响着浅埋土质隧道的安全。构建了隧道顶部为圆弧形的浅埋土质隧道的三维塌落机制,基于非线性Mohr-Coulomb破坏准则和极限分析上限法,并考虑孔隙水压力的作用,推导出浅埋土质隧道的塌落范围及支护力的最优上限解计算公式。通过与既有研究进行对比,验证了所提方法的合理性。分析了不同参数对塌落范围、塌落土体的重力及支护力的影响,结果表明：孔隙水压力对浅埋土质隧道的塌落范围、塌落土体的重力及支护力有着显著的影响;孔隙水压力对塌落范围、塌落土体重力的影响比较复杂,而支护力都随着孔隙水压力系数的增大而增大;不同参数对浅埋土质隧道的塌落范围、塌落土体的重力及支护力的影响规律不同。新方法可为浅埋土质隧道的设计优化提供理论支撑。     

盾构掌子面三维破坏模型构建与极限支护力计算

为明确盾构施工掌子面滑移破坏机制并确定掌子面支护力的合理范围,基于滑移线理论和极限分析上限定理,利用空间离散技术提出了一种盾构施工掌子面三维滑移破裂模型。依据大主应力拱理论计算滑移区顶部竖向土压力值,并以此作为滑移破坏区上部的竖向荷载计算掌子面极限支护力。研究表明,土拱效应显著影响掌子面前方土体竖向应力的大小及分布规律;将本模型与已有研究方法进行比较,验证了本模型获取的掌子面极限支护力极限分析上限解在黏性土地层以及摩擦土地层中的适用性。同时本模型构建的掌子面破坏区域形态更加贴近离心试验结果与数值计算结果。     

基于贝叶斯理论的AVO三参数波形反演

在实际的AVO反演问题中,叠前数据体中的噪声或其他因素严重影响了AVO反演问题的适定性,而采用先验地质信息作为AVO反演问题的约束条件是解决AVO反演问题不适定的一种可行方法. 文中的似然函数采用了[WTBX]ι[WTBX]p范数的解,并用Cauchy分布表示先验模型参数的分布. 以此为基础,在反演中建立了测井数据的参数协方差矩阵对反演过程进行约束,并采用了共轭梯度算法实现多参数非线性的反演过程. 同时,为了提高反演精度,避免动校正拉伸及依赖于炮检距的调谐效应对参数估计的影响,反演采用动校前地震数据进行参数估计. 从应用效果分析来看,即使叠前道集的信噪比不高,反演的结果也能较好地与实际情况相匹配,为识别储层流体性质提供了新的手段.     

一种基于Helmert方差分量估计的岭参数确定方法

为了使岭参数具有一个明确的含义,提出了一种基于Helm ert方差分量估计的岭参数确定方法。该方法把约束条件作为一类参数之间互相独立的虚拟观测,从而把岭参数转变为两类观测值的权比,然后用Helm ert方差分量估计的方法确定岭参数。通过算例,比较了该方法与岭迹法、L曲线法的效果。结果表明,该方法不仅计算过程简单、直接,而且精度也优于其他几种方法。     

Fast hyperbolic deconvolutive Radon transform using generalized Fourier slice theorem

The hyperbolic Radon transform has a long history of applications in seismic data processing because of its ability to focus/sparsify the data in the transform domain. Recently, deconvolutive Radon transform has also been proposed with an improved time resolution which provides improved processing results. The basis functions of the (deconvolutive) Radon transform, however, are time-variant, making the classical Fourier based algorithms ineffective to carry out the required computations. A direct implementation of the associated summations in the time–space domain is also computationally expensive, thus limiting the application of the transform on large data sets. In this paper, we present a new method for fast computation of the hyperbolic (deconvolutive) Radon transform. The method is based on the recently proposed generalized Fourier slice theorem which establishes an analytic expression between the Fourier transforms associated with the data and Radon plane. This allows very fast computations of the forward and inverse transforms simply using fast Fourier transform and interpolation procedures. These canonical transforms are used within an efficient iterative method for sparse solution of (deconvolutive) Radon transform. Numerical examples from synthetic and field seismic data confirm high performance of the proposed fast algorithm for filling in the large gaps in seismic data, separating primaries from multiple reflections, and performing high-quality stretch-free stacking.     

重力式挡土墙地基抗震承载力探讨

高烈度地震区重力式挡土墙由于地基承载力不足导致墙身失稳是一种较常见震害类型。基于拟静力法原理,利用极限分析上限定理对地震作用下挡土墙地基极限承载力进行求解,通过典型算例分析了极限承载力随地震动峰值加速度的变化关系与机理,讨论了地基土强度参数对其变化趋势的影响,提出了同时考虑设防烈度和地基土性的挡土墙地基抗震容许承载力修正方法及相应修正系数取值建议。结果表明:设防烈度在9度及以内时,随着地震动峰值加速度增加,挡土墙地基极限承载力近似呈线性下降,下降速率与地基土黏聚力呈负相关性,而受内摩擦角的影响不显著;地震作用加剧挡土墙基底荷载倾斜与偏心导致地基破坏区缩减是造成极限承载力下降的主要原因;设防烈度大于7度时,挡土墙地基抗震容许承载力较天然工况下有所降低,8度和9度设防烈度对应的修正系数约为0.9和0.7。     

多尺度边缘检测中尺度因子的选择

基于二种典型边缘的尺度空间边缘检测结果,分析实际计算过程中数字信号的最小分辨率对尺度因子进化的约束,导出了尺度因子对给定边缘和最小分辨率的关系不等式。该结果从实际计算的角度解释了尺度定理的产生原因,同时为多尺度边缘检测中尺度因子进化步长的选择提供了依据。     

关于地球自由摆动中分解定理的讨论

实际地球是一个非旋转对称的椭球体,甚至是梨形椭球体.因此,三轴整体地球自转动力学的理论研究是有一定意义的.主要将研究三轴刚体地球自转的自由摆动,对有关学者提出的分解定理进行重新探讨,指出了其中可能存在的一些问题.     

GIS-based sustainable city compactness assessment using integration of MCDM,Bayes theorem and RADAR technology

In recent decades, compact urban development and smart cities are recognised as most sustainable urban form in an effort to protect natural environment. Therefore, evaluation of existing compactness and sustainability of an area is an essential task before the real development takes place. In the literature, it is possible to see some studies on city’s compactness assessment and most of them have considered only a few aspects of compact development analysis. This paper aims to analyse urban sustainability of Kajang city (Malaysia) through a comprehensive city compactness assessment using geographical information system and radar remote sensing technology. To measure building density, a RADAR image of the study area was used to extract built-up areas with the aid of pixel-based and object-based classification schemes. Mixed land use development, urban density and intensity were the main indicators of the analysis. Finally, multicriteria decision-making and Bayes theorems were applied for overall compactness assessment. Building density analysis was validated using standard confusion matrix, which showed more than 90% accuracy. Similarly, the root-mean squared error showed 0.35 for object-based classification. The results classified the zones of the Kajang city in the range of least to most compact zones with the compactness value of 0.00273–0.0146, respectively. The results obtained in this study can help local government to improve the compactness of least compact zones to make Kajang city more sustainable. Furthermore, the results revealed that efficient public transportation and proper community facilities are the key factors to achieve sustainable urban development.     

基于感兴趣区域CT重建的运动估计

为了对感兴趣区域运动信息进行估计,首先扩展中心切片定理并推导微分约束条件,然后用有限Hilbert变换算法求出方位角与径向图像导函数,最后用改进的光流方程求解极坐标系下的运动场。与一般运动估计算法相比,该算法不使用图像域差分运算计算导函数,因此具有更高精度,并且极坐标系下的运动估计更加适合医学诊断需要。数值仿真也验证了...