论赣西北中元古界双桥山群构造样式地层序列及地质意义

赣西北地区双桥山群自上而下划分为修水组、安乐林组,共计１１个岩性段,其时代属中元古代蓟县纪,并以近东西向褶皱叠加早期近南北向褶皱为主要变形样式。就该群构造样式、地层序列、变质温压条件以及沉积环境等进行简要论述与综合分析,在此基础上对本区长期争议的“修水运动”作出了否定的回答。     

一个可供现代数学分析研究的气候动力学模型

针对以往大气动力学方程和气候动力学方程数学研究所使用模式的不足之处,本文作了改进,使数学模型更接近于实际情况。这些包括,（1）取大气上界气压为零,而非某个正的（小）常数;（2）消除了整层无辐散近似,从而使地面气压为直接的预报量,但在地面气压预报方程中加入了水平湍流扩散项（平滑）;（3）对大气运动的内热源的辐射传输过程和水汽相变过程作了合理的处理,而非看作已知的外强迫,用适当的方法可以用解析函数较好地逼近这些过程。另外还提出合理的边界条件。我们的目的是要证明这样提出的初—边值问题的解的存在性,以后还可研究其基本性质和长期行为。     

实现数据库管理震源参数的探索

就如何利用数据库，结合Java、XML等手段对震源参数管理进行了一些探索，并给出了一些在一个实际系统中实现了的例子。     

Design of environmental decision support system and its application to water quality management

1 IntroductionEnvironmental decision support systems could be divided into two categories by their organizational form and system functions. One is regional environmental analytical system based on commercial GIS and assisted by environmental models, such as BASINS developed by the American NEPA using ARC/VIEW as its user platform and including QUAL2E and NPSM as its prediction tools. The other is environmental information and prediction system based on mathematical models, such as…     

中国2010年上海世博会场址区地质环境条件分析与评价

文章在简要介绍世博会场址地质条件的基础上，分别分析了场址区流砂、软土和地下水等不良地质现象对工程建设的影响，然后评价了场址区天然地基工程、桩基工程以及地下工程建设的适宜性，为世博会场址区工程建设提供必要的地质依据。     

测井曲线特征在贵州省兴达井田煤岩层对比中的应用

贵州兴达井田含煤9-17层,其中K1、K2、K3、K4四层煤较稳定,为主要可采煤层。依据钻孔资料,分析测井曲线形态与煤层顶底板以及上下标志层间的组合关系,对井田的煤岩层进行了对比。该井田K1煤层常分叉为K1上、K1下两个分层,其直接顶板高视电阻率异常,三叠系至K1煤层组间自上而下的缓坡状视电阻率曲线形态与自然伽马幅值相对较高的组合特征可作为二叠系含煤地层与三叠系地层划分依据;K2煤层位于龙潭组顶部,下距长兴组灰岩标志层10m左右,煤层本身高伽马异常;K3、K4煤层及其底板具较高的自然伽马特征。     

额仁淖尔地区钋法找矿效果

本文通过额仁淖尔地区钋异常晕分布形态、异常特征及其与铀矿化关系的探讨，指出半干旱草原荒漠区用快速、大面积土壤钋法区调成果，对盆地浅埋砂岩型铀矿成矿预测是有效果的。     

南京汤山膨润土矿地质特征,物化性质及矿床成因

通过对南京近郊汤山膨润土矿床的矿区地质、矿床地质特征的分析,阐明了该矿床的成因及其矿石的物化性能。综合研究表明,该矿床是以流纹岩及凝灰岩为成矿原岩,在特定的条件下,经热液蚀变改造而形成的矿床。此矿床之矿石属钙基膨润土,经适当选矿后可用于深加工。     

Generalized stress framework for unsaturated soil: demonstration and discussion

The long-lived debate on the principle of effective stress is rooted in the obscure physical significance of stresses. For the sakes of clarifying stress concepts and establishing a reasonable principle of effective stress, unsaturated soil is divided into six phases and the bearing structure of it, named generalized soil structure, is defined based on considering soil as a special structure. Then the essence of effective stress equation, named stress relation equation, is derived according to analysis of interphase interactions and independent-phase equilibrium. The stress relation equation indicates the corresponding relation between two series of stress variables used in mixed and multiphase continuum models, respectively. Furthermore, a reasonable concept of suction stress is redefined to describe interparticle connection properties. Then, a generalized stress framework is constructed by associating stress relation equation with suction stress. After demonstrating the concept of neutral stress, a generalized principle of effective stress is established and the total soil skeleton stress is searched out, which is the predominant stress controlling the strength and deformation of soil. Finally, the collapse phenomenon is analyzed and the time- and spatial-dependent stress frameworks are developed.