万州草街子双堰塘滑坡稳定性影响因素敏感性分析

滑坡稳定性受多种内外因素的影响。运用因素敏感性分析方法，对滑坡稳定性有较大影响的因素进行检查和分析，可以确定影响滑坡稳定性的最敏感和较敏感因素，从而更加有针对性地进行滑坡监测和防治工作。文章在宏观工程地质条件分析的基础上，运用正交试验设计方法对草街子双堰塘滑坡进行了影响因素敏感性分析，最后的校差分析和方差分析结果表明，内聚力、库水位变化和内摩擦角是影响该滑坡稳定性的最为显著和敏感的因素。因此，避免地表水下渗对滑带土的软化，以及做好库岸防护以防止库水位升降对滑坡稳定性的不利影响，对于保持该滑坡的稳定具有十分重要的意义。     

吉林省四平辽源地区电法找水效果

本文以四平辽源地区利用电法寻找地下水为例,论述了电法异常曲线特征与地下水之间关系,总结了利用电阻率联合剖面法、激电法在地下水探测中的应用效果;指出了不同地质条件下地下水赋存的电性特征。     

Isometric Logratio Transformations for Compositional Data Analysis

Geometry in the simplex has been developed in the last 15 years mainly based on the contributions due to J. Aitchison. The main goal was to develop analytical tools for the statistical analysis of compositional data. Our present aim is to get a further insight into some aspects of this geometry in order to clarify the way for more complex statistical approaches. This is done by way of orthonormal bases, which allow for a straightforward handling of geometric elements in the simplex. The transformation into real coordinates preserves all metric properties and is thus called isometric logratio transformation (ilr). An important result is the decomposition of the simplex, as a vector space, into orthogonal subspaces associated with nonoverlapping subcompositions. This gives the key to join compositions with different parts into a single composition by using a balancing element. The relationship between ilr transformations and the centered-logratio (clr) and additive-logratio (alr) transformations is also studied. Exponential growth or decay of mass is used to illustrate compositional linear processes, parallelism and orthogonality in the simplex.     

1985-1997年中国地磁场长期变化的正交模型

选取中国地区20个地磁台,日本地区3个地磁台的基本数据,使用自然正交分量方法(简称NOC方法)求得1985-199年中国地区地磁场三分量(X ,Y,Z)的自然正交分量的时间函数,即地磁场时间变化的正交模型. 对阶数从1-9的正交分量进行了试验计算,并计算出这23个地磁台分量的均方根偏差(RMS)值. 以1995年为例 ,取kNOC=1-3,将23个地磁台的正交模型值绘出了平面等值线图. 结果显示X , Y,Z长期变化速度的等值线非常平滑,分布均匀,且均具有明显的分区特征,这反映了主磁场的长期变化规律,而其中长期变化速率比较大的地区,反映地磁场的局部特征和有关的地球物理现象.     

COMPARISONS OF EOF AND CCA METHODS IN EXPERIMENTS WITH TYPHOON TRACK

A predictive model for 24-120 h track of the tropical cyclone over the South ChinaSea is set upusing the predictors of CLIPER and with reference to those of EOF and CCA. This EOF-and CCA-basedmodel is compared with dependent and independent samples in veritring forecasts'Analpees appltwg themethods to 500-hPa geopotential heights have shown that the CCA method is able toconcentrate moreoriginal information of variable fleld that has the best global correlation withtropical cyclone track andthus reduces more efficiently error arisen in forecast,despite that can0nicaldistribution of weighted vari-able coefficients derived by it is less well-defined or smoothed of a spacialpattern as is done by eigenvec-tor in the EOF method. The verification indicates a certain degree of skill in both track predictive model,though better results are yielded in the CCA-based one, whose mean vector errorare 159.27, 314.84,524.12, 813.03, and 987.12 km, respectively for periods of 24, 48, 72, 96, and 120 h. The modelmakes an objective approach for prediction of short-and medium-range track of tropical cyclone in theSouth China Sea.     

EOF和CCA方法在台风路径预报试验中的比较

利用气候持续性因子，并分别考虑了５００ｈＰａ高度场的ＥＯＦ因子和ＣＣＡ因子，分别建立了基于ＥＯＦ因子和基于ＣＣＡ因子的南海台风２４－１２０小时路径预报模式。经过非独立样本和独立样本的预报检验，比较。将两种方法运用于５００ｈＰａ高度场的分析表明，ＣＣＡ方法得出的典型变量权重系数分布虽不能象ＥＯＦ方法的特征向量一样表示出明显的而且平滑的空间场形式，但ＣＣＡ方法浓缩了更多的与台风路径整体相关性最好的原变     

随机结构分析的扩阶系统方法(Ⅰ)——扩阶系统方程

本文提出了一类新的随机结构分析方法——扩阶系统方法。文中首先论述了随机函数空间中的正交展开与次序正交展开概念。利用随机函数空间中的正交分解原理,证明了扩阶系统方程的正确性。     

差示光度法测定铁

本文用正交试验法选定了以邻菲罗啉为显色剂差示法测铁的显色条件是10%盐酸羟胺溶液1ml,0.5%邻菲罗啉溶液3ml和1mol/L的醋酸钠溶液5ml,实验确定了最佳参比液50ml.浓度为10μg/ml,在此基础上拟定了铁的差示光度测定方法。该法用于铁矿及硅酸盐中高含量、常量铁的测定,结果令人满意。     

Spatial orthogonality of the principal components computed from coregionalized variables

Within the frame of the linear model of coregionalization, this paper sets up equations relating the variogram matrix of the principal components extracted from the variance-covariance matrix to the diagonal variogram matrices of the regionalized factors. The spatial orthogonality of the principal components is investigated in three situations: the intrinsic correlation, two basic structures with independent nugget components, three basic structures with independent nugget components and uncorrelated subsets of variables. Two examples point out that the correlation between the principal components may be nonnegligible at short distances, especially if the correlation structure changes according to the spatial scale considered. For one of the two case studies, an orthogonal varimax rotation of the first principal components is found to greatly reduce the spatial correlation between some of them.     

Analysis of geosynthetic reinforced soil structures with orthogonal anisotropy

Reinforced soil with geosynthetics as a composite material represents significant orthogonally anisotropic properties. However, current analytical methods usually treat the soil and reinforcement separately, which is not true of practical situations. Therefore, it is difficult to use these methods to study the real effects of the reinforcement. This paper presents an analytical model based on the theory of elasticity for orthogonally anisotropic materials that can be used in analyzing reinforced soil structures with geosynthetics. The stresses and deformations at any point within the reinforced soil structure can be determined by the proposed model. The capabilities of the model have been illustrated by application to an example problem involving a physical model test of a geosynthetic reinforced soil structure. The results of the model prediction are compared with those obtained from the model tests as well as finite element analysis. It is shown that the results of the analytical solution are in good agreement with those of the physical model tests and the finite element analysis.