塔里木盆地古近纪岩相古地理

古近纪是塔里木盆地由海向陆转化的时期。当时该区的海侵来自研究区西侧的古地中海分支，物源则主要是盆地北部的南天山以及南部的昆仑山，沉积中心在库车坳陷西部以及塔西南坳陷带的西部。古新世-始新世早期（库姆格列木群沉积期）在盆地北部库车坳陷发育砾岩、砂岩、碳酸盐岩及膏盐岩，沉积环境有滨岸、漏湖、潮坪及扇三角洲等，塔西南坳陷以碳酸盐岩和膏岩为特征，从东到西发育开阔台地、近岸局限台地、蒸发盐台地、辫状河三角洲环境等，二者之间即在塔北隆起及北部坳陷带位置为宽阔的古隆起区。始新世晚期-渐新世（苏维依组沉积期）整个盆地以滨浅湖为主，发育粉砂岩与泥岩互层沉积，塔西南坳陷虽然仍发育多个海相层，但海水的影响明显比始新世早期弱，当时主要古地理单元有海湾渴湖、滨浅湖、扇三角洲和辫状河三角洲。总体上，塔里木盆地在古近纪经历了早期以扇三角洲为主的浅水环境到晚期的滨浅湖及海湾溻湖环境，古近纪研究区的古气候以热带-亚热带的干旱气候为主。     

鄂尔多斯东部下二叠统山西组2段储层评价及勘探前景

针对鄂尔多斯东部下二叠统山西组2段低渗透油气藏的特点,通过高分辨率层序地层的划分对比,将研究区山2段划分为3个长期旋回。结合425块薄片观察、扫描电镜、阴极发光等储层微观特征分析研究,认为山2段是一套在岸线背景下具有强侵蚀作用的远源砂质辫状河沉积,受物源分异和水动力条件控制,榆林、神木、府谷3条河流的沉积储集特征差异明显,榆林河河道砂体为一套具有石英含量高、杂基和软岩屑含量较低、几乎不含长石的石英砂岩,储层的储集空间主要是以粒间孔为主的复合型孔隙,具有良好的储集性;神木和府谷河河道砂体与之相反,为石英含量低、杂基和软岩屑含量高、普遍含少量长石的岩屑石英砂岩,储层储集性差,仅见少量粒内溶孔。成岩演化分析认为山2段储层进入晚成岩B期,此期压实、压溶作用已非常强烈,榆林地区由于烃类的早期充注才使大量原生孔隙得以保存。通过对山2段储层沉积成岩演化分析,总结了石英砂岩与岩屑石英砂岩沉积储层特征的差异,预测出鄂尔多斯东部下步勘探方向即以榆林气田为代表的榆林河沉积区山2段高渗透石英砂岩发育的河道砂体。     

粗差发现和定位能力与相关系数的关系

根据粗差判断方程中的判断矩阵和两个统计检验量之间相关系数的函数式,论证了两种不同的研究方法所确定的粗差不能定位的数学模型实际上是相等的。通过算例,不仅说明两种研究方法对观测量不能定位粗差的判断是一致的,而且使用判断矩阵研究观测量的粗差发现和定位能力会更加方便简单。     

FY-1C可见光通道衰减分析及订正试验

利用FY-1C连续两年的遥感资料，以敦煌辐射校正场为分析区，系统分析了FY-1C可见光、近红外通道的衰减特征，开展了通道衰减订正试验。分析结果表明，FY-1C除可见光通道1衰减强烈外，其它各可见光、近红外通道衰减性能稳定。利用统计分析法，可以建立定标系数衰减订正量随时间的变化关系。订正后的定标系数与2000年辐射校正场外定标实验结果一致性很好。更新后的定标系数可以有效克服通道衰减带来的通道反射率测值误差，提高FY-1C可见光、近红外通道遥感资料定量应用的精度。     

Hydrothermal Redistribution of Rare—Earth Elements in Pingxiang Dacite,Guangxi

Distribution of the rare-earth elements (REE) in dacite has been studied so as to get a better understanding of the migration behavior of REE during alteration. Both unaltered and altered samples were collected in an unpolluted area of Guangxi Zhuang Autonomous Region, southwest China. The REE concentrations were analyzed by ICP-MS. It is concluded that the REE were enriched during dacite alteration in varying degrees. The chondrite-normalized REE patterns of altered samples approximately maintain the characteristics of unaltered samples. However, if we normalize the REE concentrations of altered samples with unaltered dacite, fractionation of REE will appear. The LREE are more enriched than HREE in all altered samples with the LREE possibly precipitated as carbonate minerals. Both positive and negative Eu anomalies exist. Enrichment, immobility and depletion are noticed for the element Lu. Heavy mineral alteration, difference in stability constant between carbonate LREE and HREE complexes, downward migration of weathering fluid and microenvironment change may be responsible for the fractionation of REE in the altered dacite.     

辽宁省数字化地震前兆数据库的建立

地震前兆数据一直是地震分析预报必不可少的重要数据资源。随着辽宁省地震前兆台站数字化技术改造的开展，地震前兆模拟记录将逐步被数字化记录所取代。我们结合数字化技术改造的实际情况，采用先进的网络关系数据库模型构造了辽宁省数字地震前兆数据库。该数据库直接面向整个地震系统，为地震预报提供详实的数据服务和先进的研究手段。本文对数据库系统、数据库总体设计及数据共享服务也进行了深入研究和讨论。     

Optimal placement of dampers and actuators based on stochastic approach

A general method is developed for optimal application of dampers and actuators by installing them at optimal location on seismic-resistant structures. The study includes development of a statistical criterion, formulation of a general optimization problem and establishment of a solution procedure. Numerical analysis of the seismic response in time-history of controlled structures is used to verify the proposed method for optimal device application and to demonstrate the effectiveness of seismic response control with optimal device location. This study shows that the proposed method for the optimal device application is simple and general, and that the optimally applied dampers and actuators are very efficient for seismic response reduction.     

美国国家公园的地理信息系统(GIS)

通过介绍美国国家公园中GIS的管理与实施经验，结合我国在地质公园的GIS应用情况，达到促进我国国家地质公园及其它国家公园中的GIS应用的目的。     

美国城市搜索与救援体系的组成及运作模式概述

美国城市搜索与救援体系是世界上最完善的体系之一，多年来在城市救灾和应对突发事件中发挥了重要作用，减轻了生命和财产的损失。文章概述了美国城市搜索与救援体系的组成、任务、运作原则和管理机构及支援机构。     

Analytical Model for Permeability Evolution in Microcracking Rock

— Analytical expressions to predict the enhancement of permeability due to stress-induced microcracking in initially low porosity rock are presented. A fracture mechanical microcrack model is employed to derive integrated effective hydraulic variables as a function of stress, which are then used to calculate the evolution of permeability using the statistically-based Dienes model. The model enables determination of permeability enhancement as a function of two loading parameters and three material parameters. Results are in reasonable agreement with experimental measurements and indicate that appreciable increases in permeability can be anticipated during brittle failure. The analytical nature of the model makes it easily incorporatable into numerical models that require quantification of the permeability evolution as a function of stress, for which there is currently no law.