横断山区地质构造分区

位于青藏高原东南部的横断山区,是我国东部环太平洋区与西部古地中海区间的交接过渡地带,也是我国地质结构最为复杂的一个区域。作者根据1981—1985年在当地考察资料,将本区分出5条具洋壳性质的强变形构造带,2块具陆壳性质的地块,它们相间并列。文章论述了各条块的发育特征及区域演化历史。     

Random vectors and spatial analysis by geostatistics for geotechnical applications

Geostatistics is extended to the spatial analysis of vector variables by defining the estimation variance and vector variogram in terms of the magnitude of difference vectors. Many random variables in geotechnology are in vectorial terms rather than scalars, and its structural analysis requires those sample variable interpolations to construct and characterize structural models. A better local estimator will result in greater quality of input models; geostatistics can provide such estimators: kriging estimators. The efficiency of geostatistics for vector variables is demonstrated in a case study of rock joint orientations in geological formations. The positive cross-validation encourages application of geostatistics to spatial analysis of random vectors in geoscience as well as various geotechnical fields including optimum site characterization, rock mechanics for mining and civil structures, cavability analysis of block cavings, petroleum engineering, and hydrologic and hydraulic modelings.     

On minimum spanning trees and the intergradation of clusters

Cluster analysis groups samples, but does not generally show gradations between clusters. To illustrate these relationships, principal-coordinate analysis and multidimensional scaling can be employed, but these methods may not be appropriate due to structural distortion. A minimum spanning tree (MST) computes a point-to-point path through the original matrix, and clusters are mapped on the MST diagram. The MST linkages, therefore, provide a natural continuum between the clusters, without distortion. Forty-six Silurian Tonoloway Limestone samples were analyzed for 16 sedimentary features indicative of subaerial exposure. Cluster analysis identified nine clusters which were reduced to five final, ordered groups by MST.     

Modified precise time step integration method of structural dynamic analysis

The precise time step integration method proposed for linear time-invariant homogeneous dynamic systems can provide precise numerical results that approach an exact solution at the integration points. However, difficulty arises when the algorithm is used for non-homogeneous dynamic systems, due to the inverse matrix calculation and the simulation accuracy of the applied loading. By combining the Gaussian quadrature method and state space theory with the calculation technique of matrix exponential function in the precise time step integration method, a new modified precise time step integration method （e.g., an algorithm with an arbitrary order of accuracy） is proposed. In the new method, no inverse matrix calculation or simulation of the applied loading is needed, and the computing efficiency is improved. In particular, the proposed method is independent of the quality of the matrix H. If the matrix H is singular or nearly singular, the advantage of the method is remarkable. The numerical stability of the proposed algorithm is discussed and a numerical example is given to demonstrate the validity and efficiency of the algorithm.     

A least-squares method for determining the best-fit point maximum, great circle, and small circle to nondirectional orientation data

Given a set of nondirectional orientation data (fold axes, lineations, dip and dip direction of bedding, universal stage readings of crystallographic axes, etc.),the best-fit line (point maximum),plane (great circle),or cone (small circle)can be determined by minimizing the sum of the squares of the angular residuals using a simplex convergence technique. Stereoplots of the angular deviation over the complete lower hemisphere for these distributions may also be generated when consideration of the constraint on the best-fit position is important; for example in comparing different data sets of the same structural element. The routines are available as a FORTRAN coded computer program.     

云南德钦羊拉铜矿床构造特征

羊拉铜矿床的构造混杂岩由几个不同时代、不同岩性组合的构造岩片组成,主要矿体局限在二叠系构造岩片中,二叠纪的构造混杂形成矿区的叠瓦式构造。燕山晚期-喜马拉雅期的构造活动表现为矿区内的左行走滑断层、斑岩侵入,并伴生铜钼矿化。     

塔里木盆地晚泥盆世-早石炭世东河砂岩沉积相

东河砂岩是塔里木盆地主要的勘探目的层和产油层之一。经过多年艰苦勘探和多学科综合研究,现已认识到东河砂岩为晚泥盆世晚期至早石炭世早期海平面上升背景下沉积的一套海侵底砂（砾）岩,在盆地范围内是一个明显的穿时沉积体。东河砂岩以滨浅海相陆源碎屑沉积占优势,局部发育海陆过渡相陆源碎屑沉积。根据盆地内100多口井资料的岩石学特征、沉积特征以及其它指相标志的综合分析,在东河砂岩中识别出滨岸、河口湾、辫状河三角洲以及冲积扇等不同的沉积相类型,其中高能碎屑滨岸相最重要,分布最广。东河砂岩沉积早期和中期,盆地主要为高能碎屑滨岸相和碎屑陆棚相沉积,末期海侵达到最大,盆地内为碳酸盐台地沉积,而轮南及盆地北部一带受物源区的影响,出现混积滨岸和碎屑滨岸沉积。东河砂岩明显具有填平补齐的沉积特征,其砂体厚度在缓坡处减薄、陡坡处增厚、遇孤岛减薄或尖灭,这些沉积特征为形成东河砂岩非构造圈闭奠定了良好的地质基础。满加尔、轮南、塔中、玛扎塔格以及草湖地区都有可能找到该类油气藏（田）,展示了东河砂岩非构造圈闭的良好勘探前景。     

Suffer软件在《构造地质学》教学中的应用

近年来,计算机技术飞速发展,不断地在不同领域得到广泛应用。在分析《构造地质学》这门课程特点的基础上,引入了Suffer软件,介绍了Suffer软件在编制构造图中的应用;分别就平面图的勾绘及三维地质模型展布的应用进行了分析。     

GPS控制网图形应用程序的类设计

根据对基线数据的特点分析,运用面向对象的编程方法,对GPS控制网图形应用程序进行了类设计,包括类层次划分、各类的数据成员及其函数的设计。基于类开发的GPS控制网图形应用程序,实现了对基线数据及其操作的封装,有利于程序对基线数据的处理。同时,利用父类与子类间数据成员、成员函数的继承关系,可以优化GPS控制网图形应用程序的整体设计。     

利用组网雷达资料分析台风“黑格比”结构

基于组网雷达的组网产品组合反射率因子(CR)与回波顶高(ET)资料分析2008年第14号台风"黑格比"登陆期间的结构特征,并比较了CR与ET特征的异同,分析了造成异同的原因。分析结果显示:在登陆过程中,眼区逐渐被填塞,核心区内的对流活动有所增强,之后迅速减弱;各距离圈上的平均CR与平均ET随距"黑格比"中心的距离呈单峰分布的特点,但平均CR与平均ET的单峰分布并不是一一对应,前者峰值较后者更靠近台风眼中心。