GPS/GLONASS组合导航不确定度评定的稳健加权融合算法

针对卫星导航系统在实际测量中存在大量野值的情况，利用M估计计算各系统污染分布统计特性，应用不确定度评定分配权值并进行融合。通过实例分析该法在模型及算法选择上均具有优越性。     

SVD迭代模型在夏季降水预测中的应用

文中设计了一种基于SVD迭代的短期气候预测模型,通过选择适当的影响因子,建立与预测对象之间的联系,从而实现对气象场序列的预测。分别对华北16个测站和长江中下游地区30个测站1991—2000年近10a夏季(6—8月)降水做预测试验,平均均方误差分别为0.352和0.312,平均符号相关系数分别为0.575和0.623。此研究表明,基于SVD迭代的气候预测模型是一种非常有效的短期气候预测途径,具有很强的应用价值。     

基于现行抗震规范的胡聿贤模型参数研究

回顾了地震地面加速度随机过程模型,根据随机振动理论采用迭代方法求解出与我国现行《建筑抗震设计规范》(GB50011-2001)设计反应谱相对应的功率谱密度函数,选用胡聿贤功率谱密度函数拟合上述功率谱密度函数,运用非线性拟合技术给出了与规范对应的胡聿贤功率谱参数,可供这种模型作为地震地面运动输入时选用。     

关于桩基软弱下卧层验算的几点认识

对于国内外不同的规范、手册中对于桩基软弱下卧层验算的不同方法进行了分析。提出以下的一些建议:承台底面以上的原地基土自重在附加应力计算时可以扣除,在总应力计算时再加上;扣除的群桩实体基础四周的摩阻力应使用群桩四周地基土的摩阻力特征值,而不是极限值;对于地下室中的独立柱的桩基础和内墙的条形桩基础,应当从地下室地面而不是原地面起算进行验算。     

青海麦秀山滑坡形成机理分析

文章从地形地貌、地层岩性、地质构造、水文气象条件等方面,对青海麦秀山滑坡的产生机理进行分析,重点阐明地质构造对地质灾害的控制作用。3个滑坡形成的基本机理:滑坡均在断层带,所处地层岩体均因受构造作用,节理裂隙发育,岩体多呈破碎状,风化强烈,表层泥质砂砾岩已全风化成土状,加之岩体破碎,裂隙发育,地表水、地下水补给充分,加速了岩石的风化、泥化,长期在丰富饱和的地下水的浸泡下形成可塑、软塑泥状物,其滑动带主要依附于硬塑-软塑的过渡层,滑床为较硬的砂砾岩。由此建议,对修建山区公路时所遇到的舒缓坡地,应慎重判识是否存在滑坡灾害,并采用合理的绕避或工程措施,将地质灾害在公路建设中产生的损失及不良影响降到最低点。     

Robust biased estimation and its applications in geodetic adjustments

In this paper, a number of robust biased estimators (e.g. ordinary robust ridge estimator, robust principal components estimator, robust combined principal components estimator, robust single-parametric principal components estimator, robust root-root estimator) are established by means of a unified expression of biased estimators and based on the principle of equivalent weight. The most attractive advantage of these new estimators is that they can not only overcome the ill-conditioning of the normal equation but also have the ability to resist outliers. A numerical example is used to illustrate that these new estimators are much better than the least-squares estimator and various biased estimators even when both ill-conditioning and outliers exist. Received: 14 November 1995/Accepted: 11 February 1998     

一种简化的Helmert方差分量估计算法

Ｈｅｌｍｅｒｔ方法是通过求出两类观测值的单位方差,来修正其先验权,用迭代法最终求得正确的权。本文提出,如果已知两类观测值的单位方差之比,即可定出正确的权,从而使计算简单化。     

考虑权值非负约束的泛克立格算法

泛克立格法是地质统计学的一种重要估值方法,当区域化变量在空间变异几何域内非平稳时常用泛克立格法来估值。然而,用泛克立格方程组计算估计权值时由于未对权的符号作任何限制,从而使得计算出的权值经常出现负权现象,而负权的存在有许多弊端,所以在许多应用中有必要对权值作非负要求。本文基于线性规划方法提出了一种考虑权值非负约束的泛克立格算法,该算法既考虑到了权值的非负约束条件,又利用了线性规划方法求解简便快捷的优点。     

The effects of rock fragments on hydrologic and hydraulic responses along a slope

A model describing the three‐dimensional matrix flow along a slope with rock fragments or impermeable blocks was developed. The model was combined with modified Picard's iteration to ensure mass conservation in the unsaturated flow. We found that rock fragments obstruct water flow along the slope. The groundwater table must be raised to provide a sufficient pore water pressure gradient to facilitate water flow, but higher pore water pressure may induce slope failure. We also conducted a bench‐scale laboratory flume experiment to examine the effects of impermeable blocks on downstream seepage flow. In addition, a numerical experiment was conducted to examine how different arrangements of impermeable blocks affect downstream seepage flow and pore water pressure. This research demonstrated that the hydraulic phenomena were affected when impermeable blocks were present, and pore water pressure increased as the position of impermeable blocks was lowered. Copyright © 2006 John Wiley & Sons, Ltd.