Mechanisms of brittle fracture of rock with pre-existing cracks in compression   总被引：5，自引：0，他引：5  

L. N. Germanovich  R. L. Salganik  A. V. Dyskin  K. K. Lee 《Pure and Applied Geophysics》1994,143(1-3):117-149

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从几个实例看中国东部大陆后地台活化区构造演化与成矿的特征     

李先福  付昭仁 《大地构造与成矿学》1994,18(2):139-146

对山西中条山、北京西山和安徽月山等地区详细构造研究表明，尽管后地台阶段活化的时代有所不同，但其地壳构造演化显然具有某些共同的规律性：即均以伸展构造体制下的大规模剥离断层作用和横向构造置换的褶叠层发育开始，然后才转换为收缩体制下面理褶皱和逆冲推覆构造；以及伸层与收缩体制的多次交替，并伴随有与之密切相关的沉积事件、变质事件、岩浆热事件和叠加成矿作用。反映了地质体由深部构造层次到上部构造层次，由韧性变形环境到脆性变形环境的总体演化过程。  相似文献   

Theory and Experimental Results about the Application of Remote Sensing to Earthquake Prediction     

Deng Mingde  Cui Chengyu  Geng NaiguangComprehensive Observation Brigade  SSB  Beijing  ChinaInstitute of Remote Sensing Application  Academia Sinica  Beijing  ChinaInstitute of Geophysics  SSB  Beijing  China 《中国地震研究》1995,(2)

In this paper,the theory for applying remote sensing to earthquake prediction has been elucidated and an experiment has been made.Through the experiment,it has been found that the characteristics and temperature of infrared radiant of rocks vary as a function of rock stress,the order of magnitude of radiance variation is 10-5(W/cm2 sr um),the amount of variation of the radiant temperature is 0.2℃~0.8℃ and some significant precursor information has been discovered.The experiment has verified preliminarily that the advanced technology of remote sensing can be applied to earthquake prediction.  相似文献   

Stress induced time dependent behavior of clayey soils     

Sudhir Kumar Tewatia  Pratima Rani Bose  Asuri Sridharan  Sunanda Rath 《Geotechnical and Geological Engineering》2007,25(2):239-255

It is shown that time compression curve obtained from one-dimensional consolidation curve in the laboratory may include six phases. These are initial compression, first primary compression, transition from first primary compression to second primary compression, second primary compression, and transition from second primary compression to creep and lastly creep. This paper attempts to identify the quantitative beginnings and characteristics of these phases. A mathematical characteristic of all the soils that follow primary consolidation as per Terzaghi’s one dimensional consolidation theory is derived. It is known as the constant of primary consolidation. It is used to study the beginning of secondary consolidation and its effects on primary consolidation. Another characteristic of soils for creep and total absence of primary compression is derived. Methods are suggested for the determination of coefficients of Primary and Secondary consolidations and the compression index.  相似文献   

A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure     

Jilin Qi  Wei Ma 《Acta Geotechnica》2007,2(3):221-226

The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils, especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter, it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted to the new criterion, which shows its validity.  相似文献   

基于小波理论的遥感压缩软件的比较     

李京伟  赵有松 《测绘科学》2002,27(4):39-41

本文选取了商业化比较好的基于小波压缩原理的三个压缩软件 ,采用国际上通用的反映压缩影像质量还原精度的 PSNR(最佳峰值信噪比 )法 ,主要从压缩速度、压缩比率、压缩影像的还原质量等几方面对这些压缩软件的性能进行了比较 ,从而为今后更好地使用这些软件提供借鉴。  相似文献   

一种减少块效应的自适应后处理算法   总被引：3，自引：0，他引：3  

汤戈  朱立  徐正全  沈燕飞 《武汉大学学报(信息科学版)》2002,27(1):81-84

针对在基于块变换的图像编码技术尤其在甚低速率视频编码技术中，块斑严重影响图像的主观质量问题，提出了一种复杂度低且效果比较明显的消除块效应的自适应后处理技术。模拟结果表明，该方法能够同时提高图像的客观峰值信噪比和主观视觉效果，具有较高的实用意义。  相似文献   

基于自适应四叉树分割的遥感图像压缩算法   总被引：4，自引：0，他引：4  

倪林 《遥感学报》2002,6(5):343-351

遥感图像具有不同于一般图像的特点,针对遥感图像对压缩算法的特殊要求,提出了自适应四叉树分割算法实现图像的分块,以各像块的均值近似表示该像块的灰度值,从而以尺量少的数值获得对原始图像的最佳逼近,再对辐近误差进行自适应分割和基于像块方差的自适应量化,最后对各分量进行Huffman编码.实验表明,本算法能表现出良好的实用性能,比JPEG算法更适用于遥感图像的压缩.  相似文献   

基于整数小波变换的多光谱图像无损压缩   总被引：9，自引：0，他引：9  

张荣  俞能海  刘政凯  吴文忠 《遥感学报》2001,5(1):29-33

多光谱图像一般都采用预测方法去除空间冗余和谱内冗余实现无损压缩。通过用提升方法构造整数小波变换, 将变换方法用于去除空间冗余；通过分类方法构造谱间预测器，用预测方法去除谱间冗余，两者相结合，实现无损压缩。由于变换方法的去相关性能良好，使该方法压缩效果大大改善。  相似文献   

数字滤波器的频谱窗和噪声压缩度   总被引：2，自引：0，他引：2  

彭军还 《测绘学院学报》2001,18(4):246-249

根据傅里叶理论导出了数字滤波器的频谱窗，根据随机过程理论导出了数字滤波的噪声压缩度。通过对二项式系数数字滤波器和多项式系数数字滤波器和频谱窗和噪声压缩度的分析，发现前者对噪声具有较强的压缩作用，同时能保持信号的凹凸性，是一种优于后者的数字滤波器。  相似文献