航空多光谱遥感识别沉积岩地层岩性的应用研究

本文讨论了应用航空多光谱扫描数据提取的光谱信息,结合野外实测地面波谱和计算机图像比值等增强处理的方法,来识别岩性。进而在岩性组合判读的基础上,进行了地层分析,取得了预期的效果。     

一类测井响应方程存在的必要条件

本文将测井分析中所用的绝大多数响应方程归并为一类,给出了这类方程的一般形式。同时,根据一个基本事实导出了这类方程存在的必要条件,从而建立了检验和评价它们的理论标准,并已得到了实验验证。     

抚顺煤田接触热变质带及其煤变质因素分析

通过对抚顺煤田西露天矿的大比便尺填图以及横向追索,发现大量的接触热变质“烧变煤”的存在,观察到接触热变质带与辉绿岩呈明显的热接触关系。在此基础上,结合岩浆岩研究指出抚顺煤田煤变质为一种具有浅成、高温,作用时间较短的岩浆热变质作用的产物。     

四川乐山建材非金属矿产资源的勘查与开发利用前景

概述了乐山建材非金属矿产资源的主要特征，阐明了其勘查与开发利用现状，并对资源形势作了分析，进而论述勘查与开发利用的前景。     

"南水北调"西线工程对地质环境影响和对策

以四川西部高原地质环境脆弱为据，提出了“南水北调”西线工程应引以重视的地质环境问题，并以科学发展观提出了对策。     

敦煌月牙泉湖水位持续下降原因及对策分析

在分析月牙泉湖水文地质条件的基础上，依据实际调查资料和前人研究成果，定量分析了月牙泉湖水位持续下降的原因，认为地表水开采量的不断增加和水资源利用率的不断提高所引起的区域性地下水位持续下降是月牙泉湖水位下降的主要原因，超采地下水所引起的储存资源的减少是导致月牙泉湖地下水位下降的次要原因。遏止月牙泉湖水位继续下降并逐步回升的关键是增加湖区上游地下水的补给量和减少党河灌区开采量，为此提出了农业节水和引哈济党二种治理方案，但就月牙泉湖水位恢复速度和时间及取得的社会、生态及经济效益而言，引哈济党方案优先。     

边坡工程加固需求度评价及其应用

稳定程度不足的边坡通常都需要进行加固。但在加固系统设计时工程师们必须搞清边坡的哪些部位应进行重点加固 ,哪些部位只需要一般加固 ,甚至不需要加固 ,以便合理地布置加固措施。在工程地质力学综合集成方法论 (EGMS)的基础上 ,作者提出了边坡工程加固需求度 (DRD)的概念及其应用方法。     

刺猬沟金矿石英包体成矿溶液电导度和红外光谱找矿标型

石英是刺猬沟金矿重要的脉石矿物,也是金的主要载体.借助于成矿溶液电导度和红外光谱方法对刺猬沟金矿石英进行了分析,结果表明,成矿溶液电导度和红外光谱测定的DCO₂与石英中金含量呈正相关关系,成矿溶液电导度大于5.7 μS,DCO₂大于0.2矿化好.这对该找矿和矿床评价具有指导意义.     

3-D rheologic model of earthquake preparation (Ⅱ):Strain field and its applications

On the basis of the three-dimensional elastic inclusion model, the analytic expression of viscoelastic strain field is derived, i.e., the analytic expression of viscoelastic strain at an arbitrary point (x, y, z) in x-axis, y-axis and z-axis produced by three-dimension inclusion in the semi-infinite rheologic medium defined by the standard linear rheologic model, namely the normal strains εxx(r, t), εyy(r, t) and εzz(r, t), the shear strains εxy(r, t) and εyx(r, t), εyz(r, t)and εzy(r, t), εxz(r, t) and εzx(r, t), and the bulk-strain θ (r, t). By computing the spatial-temporal variation of bulk strain on the ground produced by a spherical rheologic inclusion in a semi-infinite rheologic medium, we obtained some significant results that the bulk-strain variation with time produced by a hard inclusion has three stages (α, β,γ) with different characteristics, which are similar to those of most geodetic deformation curves, but not the case for those by a soft inclusion. It is meaningful that these theoretical results have been applied to explain preliminarily the characteristics of stage variation of spatial-temporal evolution, the pattern and quadrant distribution of earthquake precursors, the changeability, spontaneity and complexity of short-term and imminent-term precursors. It offers a theoretical base to found the physical model of earthquake precursors and a reference to predict physically the earthquakes.     

Seismic Design of Symmetric Structures for Accidental Torsion

The paper presents an analytical estimation of the dynamic effects, caused by the shifting of the centre of mass with accidental eccentricity in symmetric structures. The approximate analytical solution proves, that even under small accidental eccentricities the symmetric structures exhibit “irregular behaviour” and the accidental torsional effects cannot be described properly by static application of torsional moments. The prescribed application rule by Eurocode 8 for multimodal analysis underestimates the accidental torsional effects up to 21% for 5% eccentricity for the structures considered in the paper. An expression for the correction of member responses is derived. It is proved by numerical simulations of the dynamic response of three-dimensional models of symmetric structures, that the proposed correction coefficient gives accurate results in cases of single-storey and multi-storey structures. It gives a convenient way for the design practice to estimate accurately the accidental torsional effects on planar and 3-D models of symmetric structures. This revised version was published online in July 2006 with corrections to the Cover Date.