悬托河及其形成条件的初步研究

碳酸盐岩区悬托河谷的水文地质结构比较复杂。当修建水库时,渗漏常是最主要的工程地质问题。作者对悬托河谷的水文地质结构进行了划分,并对悬托河的形成条件进行了探讨,这对选择良好的库坝位置,指导工程地质勘察,评价水库渗漏,合理制定开发方案、工程规模及防渗措施,都具重要意义。     

Rational combination of mathematical methods for predicting ore deposits

Summary This study emphasizes the important role of a flexible, multipurpose data base, including both qualitative and quantitative information, for metallogenic investigations and prospect assessment. Information stored in such a data base allows processing by various methods for different purposes and obtaining efficient and comparable results.     

黑龙江省虎林市幅重磁场特征及其地质解释

以区域地质资料和物性资料为依据，对黑龙江省虎林市幅重磁场特征进行了综合分析。根据航磁△T异常以及布格异常平面等值线展布特点，对该区的杂乱磁场区、线性磁场区和平稳磁场区进行了相关的地质解释，描述了30条断裂构造带及其重力场特征；结合重力异常和航磁异常等综合资料，按结晶基底起伏形态，将虎林盆地划分为4个隆起、3个凹陷共7个构造单元。     

Principal axes of M-DOF structures Part Ⅱ: Dynamic loading

This paper is the second in a two-part series that discusses the principal axes of M-DOF structures subjected to static and dynamic loads. The primary purpose of this series is to understand the magnitude of the dynamic response of structures to enable better design of structures and response modification devices/systems. Under idealized design conditions, the structural responses are obtained by using single direction input ground motions in the direction of the intended response modification devices/systems, and by assuming that the responses of the structure is decoupleable in three mutually perpendicular directions. This standard practice has been applied to both new and retrofitted structures using various seismic protective systems. Very limited information is available on the effects of neglecting the impact of directional couplings (cross effects of which torsion is a component) of the dynamic response of structures. In order to quantify such effects, it is necessary to examine the principal axes of structures under both static and dynamic loading. In this two-part series, the first paper is concerned with static loading, which provides definitions and fundamental formulations, with the conclusion that cross effects of a statically loaded M-DOF structure resulting from the lack of principal axes are of insignificant magnitude. However, under dynamic or earthquake loading, a relatively small amount of energy transferred across perpendicular directions is accumulated, which may result in significant enlargement of the structural response. This paper deals with a formulation to define the principal axes of M-DOF structures under dynamic loading and develops quantitative measures to identify cross effects resulting from the non-existence of principal axes.     

主体结构隔震的二次结构减振分析

二次结构常常在大震甚至中小地震中发生损坏或中断工作，急需寻找安全有效的设计方法。对一幢典型结构，考虑不同场地条件、主体结构隔震以及二次结构不同阻尼比的影响，计算各层的楼面绝对加速度与相对位移反应谱。分析表明，主体结构隔震或同时增大二次结构阻尼是取得二次结构较好减振效果的有效途径，主体结构的隔震阻尼不宜太大，主体结构隔震后二次结构对所在楼层位置的敏感性大大降低。     

地层基准面研究概述

根据研究目的和内容的差异，形成了基准面研究的两个派别——地貌基准面和地层基准面。基准面的一个升降周期形成了一个基准面旋回，这种基准面旋回性导致了该旋回周期的特有岩石地层单元；而在不同的地质历史中，基准面旋回级别不一样，形成了不同级别的基准面旋回，控制了不同级别岩石地层单元的记录特征。同时在一个基准面升降旋回过程中，决定了沉积可容空间的大小，进而控制了沉积物的叠置模式。但基准面的形成和控制因素亟需进一步深入研究。     

波速测试在高层建筑地基勘察中的应用--以遵义百货大楼岩土工程勘察为例

通过工程实例说明钻孔波速测试可定量划分岩体质量单元，确定岩体完整性系数，并利用岩体的完整性系数Kv作为同完整程度岩体承载力的类比指标。     

中国东部燕山期强过铝质花岗岩的地球动力学意义——以冀晋辽地区和广东吴川-四会地区为例

强过铝质花岗岩的岩石化学特征可以提供地壳发生部分熔融时的温压条件的信息。在冀晋辽地区和广东省吴川 -四会地区均有燕山期强过铝质花岗岩出露。它们的岩石化学成分表现出高钾质的特征。冀晋辽地区燕山期强过铝质花岗岩的Al2 O3/ Ti O2 比值变化于 5 0到 2 5 0之间 ,暗示其熔融温度在 80 0到 90 0℃之间 ;而燕山期强过铝质花岗岩 ,其大多数的 Al2 O3/ Ti O2 比值较低 ,暗示其源区熔融温度在 875℃以上。它们的稀土元素配分形式指示其熔融源区的残留矿物组合中含有斜长石、单斜辉石、石榴子石和角闪石 ,表明这些强过铝质岩浆形成于 0 .9～ 1.7GPa的压力条件下。这表明中国大陆东部地区燕山期深部热背景存在南北差异。在造山作用特征方面 ,华南在燕山期表现出“热”造山带的特点 ,华北则表现出过渡型的特点。     

川东长兴组生物礁的高分辨率层序地层研究

高分辨率层序地层是近年来层序地层的新发展，它极大地提高了层序地层分析的分辨率和储层预测的准确性，对油气勘探具有重要意义。文章简要介绍了高分辨率层序地层在川东长兴组生物礁组合中的尝试研究，包括利用岩芯资料划分基准面短期旋回；利用岩芯标定，建立岩芯基准面的测井响应关系；并建立了短期、中期、长期三级次的基准面旋回。在此基础上，运用基准面旋回的原理对川东开江地区长兴组生物礁组合进行了高分辨率层序地层对比分析，并建立了高分辨率等时地层格架。     

Tri-frequency spectrum method and results for resolving the parameters of Earth’s liquid core free nutation

The parameters of Earth free core nutation (FCN) are two relatively significant geophysical parameters. Sasao et al. (1980) and Wahr and Bergen (1986) provided the theoretical estimation values of FCN parameters. Gwinn, Herring and Shapiro (1987) first obtained the observational values of FCN parameters by very long base Interference (VLBI) at Cambridge University. In the same year, Neuberg and Zürn in former West Germany and Hinderer in France began to retrieve FCN parameters by the observation of gravity tides and introduced the stacking method. The other scholars who researched into the same geophysical problems by applying the data of gravity tides basically followed the stacking method. The results they reached were similar to the observational result of FCN parameters given by Neuberg et al. in 1987. But the observational results of FCN parameters gained from gravity tides were not identical with those from VLBI, mainly because of the large difference of quality of FCN. So there was not an affirmative observational result of FCN parameters since then. In this paper, The authors firstly introduce the tri-frequency spectrum method with clearly geometrical and geophysical meaning for the resolution of FCN parameters, and the observational results of FCN parameters obtained from tide data at three superconducting gravity stations were accordant with those from VLBI, which will be relatively important to arriving at a certain observational result of FCN parameters.