锚索抗滑桩系统内力变形研究

在对锚索抗滑桩系统内锚索与抗滑桩受力状态综合分析的基础上,认为锚索的拉伸变形对锚索抗滑桩系统的内力及变形存在一定影响,基于锚索与抗滑桩的变形协调原理,提出了锚索拉力及其变形的计算方法,推导了抗滑桩桩身位移和内力的计算公式,并将该方法用于工程实例分析。通过与其他方法比较,说明使用该方法计算锚索抗滑桩的合理性和经济价值,并分析了锚索变形以及拉力大小对锚索抗滑桩系统内力变形的影响,所得结果已得到后期模型试验的数据支持。     

An extended Greenwood‐Williamson modelbased normal interaction law for discrete element modelling of spherical particles with surface roughness

The current work aims to develop an improved random normal interaction law based on an extended Greenwood‐Williamson (GW) model for spherical particles with surface roughness in the discrete element modelling of particle systems. The extended GW model overcomes some theoretical defects of the classic GW model when incorporated into the discrete element framework. Based on 2 nondimensional forms in which only 2 surface roughness parameters are involved, an empirical formula of the improved interaction law is derived by the curve‐fitting technique. The resulting interaction law is incorporated into discrete element modelling to investigate the mechanical response of particle systems with different surface roughness. Numerical simulations are performed to model 1‐dimensional and 3‐dimensional compression tests to explore the macro and micro characteristics of granular particles with surface roughness. The results show that surface roughness makes the initial packing of a particle assembly looser and has a greater influence on looser packed samples as expected, but an assembly with moderate roughness may exhibit a higher strength. The limitations of the current development are also highlighted.     

Linear stability of one‐dimensional non‐Darcy flow in broken rocks

Considering the effect of non‐Darcy flow, the perturbation theory and normal mode method are introduced to analyze the linear stability of one‐dimensional non‐Darcy flow of gases in broken rocks. A stability criterion for linear systems is obtained theoretically when the steady states of pressure and velocity fields are perturbed, and the effects of the physical parameters on the linear governing system are studied theoretically and numerically. It is pointed out that the deviation coefficient from Darcy's law plays an important role in the governing system; the increasing absolute value of deviation coefficient from Darcy's law stabilizes the system, and the numerical results are shown graphically. Copyright © 2015 John Wiley & Sons, Ltd.     

Prediction of the shaft resistance of nondisplacement piles in sand

Using pile segment analysis, the mobilized shaft resistance of axially loaded nondisplacement piles in sand is investigated here. It is accepted that the shaft capacity of piles constructed in granular soils is highly influenced by the mechanical behavior of soil–structure interfaces forming adjacent the piles skin. Adopting the thin interface layer as a load transfer mechanism, a simple but accurate critical state compatible interface constitutive model is introduced. After evaluation, the interface model in conjunction with the pile segment analysis is applied for the prediction of the shaft resistance mobilized in nondisplacement piles. The proposed approach takes into account the influences of pile diameter and surface roughness together with the effects of the surrounding soil density and stiffness on the mobilized shaft resistance. The performance of the proposed method is verified by comparing its predictions with the experimental data of various model piles covering wide ranges of length, diameter, roughness, and surrounding soil properties. Copyright © 2012 John Wiley & Sons, Ltd.     

地铁隧道三维激光扫描数据配准方法

针对传统的迭代最近点算法(ICP)用于多测站点云数据配准时计算效率低的问题,该文提出了一种基于特征点的ICP改进算法,该方法利用相邻两测站数据进行配准的实现。首先采用体素化格网方法对两点云数据集进行精简处理,并计算精简处理后每一点的法向量;然后利用kd-tree最近邻查询搜索特征点之间的对应关系;并通过估计出的最优变换矩阵更新至全局变换,以提高配准精度。实验结果表明,改进的ICP算法在地铁隧道点云数据配准中的效率高于其他的配准方法,为隧道变形监测工作的进行提供保证。     

点到平面距离的点云数据压缩方法

针对三维激光扫描点云数据采集过密、冗余信息较多,现有压缩算法存在不足的问题,该文提出了基于点到平面距离的散乱点云压缩算法。将该算法与基于三角形法向量夹角和格网法两种现有算法的压缩结果进行比较,通过对比构建的空间三角网可以发现,该文算法对物体特征复杂的部位有较好的压缩效果,且在压缩率较高时,不会使较平缓的部位出现过度压缩而失真的情况。     

Sunlight and tidal interaction as a mechanism of carbon transport in an ice-covered region: Results of a coupled ice–ocean ecosystem model

In order to clarify the mechanism of carbon transport in an ice-covered ecosystem in Lake Saroma (44^°N, 143^°E, Hokkaido, Japan), a three-dimensional numerical calculation using a coupled ice–ocean ecosystem model was conducted. This model comprises an ocean ecosystem model, an ice ecosystem model, and equations for the coupling between ice and ocean. Comparisons of calculated results with observational data confirm that the calculation well reproduced the in situ phenomena with respect to tides, tidal currents, concentrations of POC and chlorophyll a in ice and in water, and sinking fluxes beneath the ice. The analysis of the organic carbon budget based on the calculation reveals that tide-induced transport, the enhancement of biological production in a pelagic system, and the physical release of organic matter from ice associated with ice-melting are important factors affecting the carbon transport during the ice-melting season. The carbon transport has a one-day time cycle. This is because principal driving forces are sunlight, and diurnal tides. The described mechanism of “sunlight and tidal pumping” is one of the most important features of carbon transport in a coupled ice–water ecosystem.     

不同变形性质正轴圆柱投影和正轴圆锥投影间的直接变换

为避免不同变形性质正轴圆柱投影和正轴圆锥投影间传统间接变换繁琐的计算过程,利用子午线弧长、等量纬度和等面积纬度函数间变换的直接展开式,建立了相应投影坐标间的直接变换模型,无需计算大地纬度即可完成变换。本文导出公式均为含参考椭球第一偏心率的符号形式,可解决两类投影在不同参考椭球下的变换问题。算例分析表明与传统间接变换模型相比,本文建立的直接变换模型提高了计算效率和计算精度,可供实际使用。     

GPS高程拟合方法及其拟合精度对比

利用已有的包头至集宁GPS C级网测量的控制测量成果的GPS实测数据和几何水准资料作为已知数据,利用线性拟合法、曲面拟合法对GPS高程拟合,通过与水准高程的精度对比分析,论述该等级网GPS拟合高程可以达到四等几何水准测量的精度。     

基于地统计学的GPS高程异常拟合研究

地统计学(Geostatistical Analysis)是一门以区域变化量理论为基础,以变异函数为主要工具,研究分布于空间上既有随机性又有结构性的自然或社会现象的科学,它遵从空间位置相近的地理现象具有相似属性值。GPS点的高程异常在区域内随点平面位置的变化而变化,具有一定的空间相关性。因此,可以将地统计中的相关插值方法应用到GPS高程异常拟合中。通过对地统计原理的分析,结合实例比较了ArcGIS中地统计分析中的相关插值方法在GPS高程异常拟合中的精度情况。