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

  相似文献   

利用原生岩浆定量反演原岩微量元素丰度的方法   总被引：1，自引：0，他引：1  

杨晓松 《岩石矿物学杂志》1994,13(1):33-41

利用同源不同程度平衡部分熔融作用形成的两种原生岩浆岩的微量元素浓度，提出了一种定量反演原岩微量元素丰度的方法。反演前不需要做任何人为假设，为定量研究源区的微量元素地球化学提供了一个有力的手段。对汉诺坝新生代橄榄拉斑玄武岩和碱性玄武岩的成因及地幔源区特征作了讨论。反演结果显示本区地幔相对球粒陨石有过明显的ＲＥＥ富集过程，并且不同的ＲＥＥ富集程度存在显著的差异。  相似文献   

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   

顾及起始数据误差影响时单位权中误差的估值   总被引：1，自引：0，他引：1  

黄加纳 《武汉大学学报(信息科学版)》1986,(4)

本文推导了在附有条件的间接平差和附有未知数的条件平差两种方法中,顾及起始数据误差影响时,计算单位权中误差估值(?)的公式,并以两个实例说明,平差时应该考虑起始数据误差对(?)的影响。  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   

北祁连早古生代大地构造演化   总被引：68，自引：2，他引：68       下载免费PDF全文

左国朝  刘寄陈 《地质科学》1987,(1):14-24

早古生代北祁连是一个陆间微洋盆。震旦纪时,北祁连开始从华北板块中解体出来。主要裂谷作用发生于寒武世。北祁连地槽主要闭合期为晚奥陶世和早、中志留世。晚志留世和早泥盆世经历了复杂的消减作用。  相似文献   

浅埋软弱地层隧道旋喷预衬砌支护技术的研究   总被引：3，自引：0，他引：3       下载免费PDF全文

李远宁  段玉刚吴胜 《探矿工程》2001,(5):58-61

论述了浅埋软弱地层隧道旋喷预衬砌支护的研究背景及国内外研究现状、室内试验、旋喷器具、施工工艺及应用情况,并与其它施工方法进行了对比,效益显著。  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