基于区间树索引的等高线提取算法

重新设计了从高程格网中提取等高线过程中的遍历策略，以保证提取结果具有统一的方向；针对日益增长的高程格网数据量，提出了基于区间树索引来查找等高线起点的算法。     

Arc／Info—Grid模块及其水文模型应用

利用地理信息系统可以建立流域的数字高程模型,并与grid模块的水文表面分析工具结合,形成直观的流域环境三维显示,再通过计算、统计与分析,即可获取精确的水文因子数据,为进一步水文定量研究及应用提出了一种高效的方法。     

航空重力数据向下延拓的倒锥法(上)——方法的提出和存在性

基于离散 Possion积分提出了一种灵活直接的向下延拓新方法 ,证明了方法的存在性 ,利用模拟数据进行的数值实验取得了很好的效果。     

A hybrid discrete-continuum approach to model hydro-mechanical behaviour of jointed rocks

A hybrid discrete-continuum approach has been presented in this paper to simulate water flow in the near and far fields of deformable fractured rocks. In the near field, the discrete model is used; while in the far field, the equivalent continuum model is employed. The discrete element method (with the static relaxation algorithm) is used in the near field and the boundary integral equation method in the far field. Along the interface of these two domains, both mechanical and hydraulic compatibility conditions are satisfied. Fully coupled hydro-mechanical analysis can be conducted in the combined near and far fields. Application to a dam foundation problem has demonstrated the capability of the developed approach.     

利用WIN—SURFER软件绘制物化探图件

本文主要介绍了如何在ＷＩＮ－ＳＵＲＦＥＲ环境下实现物化探图件中的经纬网绘制、标准图框绘制、曲线类型图绘制方法。     

���������ʷ��뷽����ƴ�ӵĸ߾�������ת������ģ�͵Ľ���

???????????????????????????????????????????????????????????????й?????????????????????????б?????JP+1????????????÷??????????ν???????????е????????Ч????????????????????Ч????????????????????????????????????????????÷?????????????????     

优化网格法在小面积区域雷暴特征分析中的应用

为满足小面积区域(10 000 km²左右)雷电防御工作准确化、精细化的要求, 选取人工观测半径用以优化1 km×1 km网格的雷电参数。实例分析表明:优化网格法可以修正1 km×1 km相邻网格的年平均地闪密度值的大幅波动, 避免相邻网格突变值的出现。也可以使1 km×1 km网格的雷电日更符合气象意义。并可以准确分析用于表征区域强雷暴分布的平均单位雷电日地闪密度和最大单位雷电日地闪密度等雷电参数。     

硅酸盐玻璃中的Na和K含量电子探针分析条件设定探讨

含Ti硅酸盐玻璃在基础科学研究和应用技术开发上均有重要价值,亟需对其进行准确的成分分析,为进一步的科研工作提供重要的数据支撑.对玻璃进行电子探针分析时,由于样品的易损性和其中(Na和K)阳离子在电子束轰击下极易发生迁移和扩散,因此往往需要经过条件实验来确定合适的分析条件,确保样品在该条件下能够保持尽量稳定的状态,才能获...     

Uplift of symmetrical anchor plates by using grid-fixed reinforced reinforcement in cohesionless soil

Uplift response of symmetrical anchor plates with and without grid fixed reinforced （GFR） reinforcement was evaluated in model tests and numerical simulations by Plaxis. Many variations of reinforcement layers were used to reinforce the sandy soil over symmetrical anchor plates. In the current research, different factors such as relative density of sand, embedment ratios, and various GFR parameters including size, number of layers, and the proximity of the layer to the symmetrical anchor plate were investigated in a scale model. The failure mechanism and the associated rupture surface were observed and evaluated. GFR, a tied up system made of fiber reinforcement polymer （FRP） strips and end balls, was connected to the geosynthetic material and anchored into the soil. Test results showed that using GFR reinforcement significantly improved the uplift capacity of anchor plates. It was found that the inclusion of one layer of GFR, which rested directly on the top of the anchor plate, was more effective in enhancing the anchor capacity itself than other methods. It was found that by including GFR the uplift response was improved by 29%. Multi layers of GFR proved more effective in enhancing the uplift capacity than a single GFR reinforcement. This is due to the additional anchorage provided by the GFR at each level of reinforcement. In general, the results show that the uplift capacity of symmetrical anchor plates in loose and dense sand can be significantly increased by the inclusion of GFR. It was also observed that the inclusion of GFR reduced the requirement for a large L/D ratio to achieve the required uplift capacity. The laboratory and numerical analysis results are found to be in agreement in terms of breakout factor and failure mechanism pattern.     

DEM simulation of the behaviour of geogrid stabilised ballast fouled with coal

Geogrids are commonly used in railway construction for reinforcement and stabilisation. When railway ballast becomes fouled due to ballast breakage, infiltration of coal fines, dust and subgrade soil pumping, the reinforcement effect of geogrids decreases significantly. This paper presents results obtained from Discrete Element Method (DEM) to study the interface behaviour of coal-fouled ballast reinforced by geogrid subjected to direct shear testing. In this study, irregularly-shaped aggregates (ballast) were modelled by clumping together 10–20 spheres in appropriate sizes and positions. The geogrid was modelled by bonding a large number of small spheres together to form the desired grid geometry and apertures. Fouled ballast with 40% Void Contaminant Index (VCI) was modelled by injecting a predetermined number of miniature spheres into the voids of fresh ballast. A series of direct shear tests for fresh and fouled ballast reinforced by the geogrid subjected to normal shear stresses varying from 15 kPa to 75 kPa were then simulated in the DEM. The numerical results showed a good agreement the laboratory data, indicating that the DEM model is able to capture the behaviour of both fresh and coal-fouled ballast reinforced by the geogrid. The advantages of the proposed DEM model in terms of capturing the correct stress–displacement and volumetric behaviour of ballast, as well as the contact forces and strains developed in the geogrids are discussed.