岩石蠕变破坏实验研究及其对地震预报的意义          下载免费PDF全文

赵阿兴 《地震地质》1992,14(1):89-95

通过对不同温度和围压条件下济南辉长岩的蠕变破坏实验结果和声发射特征分析,本文提出以岩石蠕变破坏应变做为岩石蠕变破坏判据。建立了岩石蠕变破坏应变的经验关系式。依据实验结果得到相应的济南辉长岩蠕变破坏应变参数,进一步探讨了预报岩石蠕变破坏和地震的方法  相似文献   

The experimental study of acoustic emission during creep of rocks     

Peiling Lü  Kaitong Wu  Yuanbi Jiao  Jihan Li  Xiaohong Liu 《地震学报(英文版)》1992,5(1):169-176

Under normal temperature, the creep experiments with complete samples of Gabbro and Marble rocks are made under uniaxial compression. It is found that at the instantaneous creeping stage, AE activities increase with loading; at the steady creeping stage, large AE signals may appear at lower background of AE action, andm—value which shows the relationship between AE amplitude and frequency keeps stable on the low value or decreases; at the accelerate creeping stage, AE activities increase andm—value decreases quickly or decreases again after recovery. These experimental results are related to the quality of the samples. In this paper, AE activities during three stages of creeping process are connected with the seismic patterns (for exampleb—value, foreshocks). Finally, it is pointed out the possibility that the foreshock—mainshock—aftershock earthquake sequence has been formed by the mechanism of creep fracture of crustal rocks. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 104–112, 1991. This subject is sponsored by the Chinese Joint Seismological Science Foundation.  相似文献   

初论地洼学说的进展与前景     

孙希贤  龙昱 《大地构造与成矿学》1992,16(4):405-409

笔者在研究有关文献和参加一些学术会议后发现.地洼学说近十余年来进展显著,科研成果累累.被称为当代最有生命力的学科之一,但系统地研究其成长过程尚欠缺.为了促进地球科学的不断发展。总结经验与教训。扩大学科间的交流.本文重点论述了地洼学说产生的历史背景:进展阶段与特点;发展总体趋势;学说的前景和展望等问题.  相似文献   

非等间距序列的灰色预测模型及其在岩石蠕变断裂中的应用   总被引：3，自引：1，他引：3  

陈有亮  孙钧 《岩土力学》1995,16(4):8-12

给出了非等间距序列的灰色预测模型，讨论了该模型的灰色预测平面和最优预测函数。最一将该模型应用于符合Ｋｅｌｖｉｎ模型的岩石材料的蠕变断裂研究，给出了应用实例，并验证了该方法的可行性。  相似文献   

常州地区含水层系统土层压缩变形特征研究   总被引：6，自引：1，他引：6  

施小清  薛禹群  吴吉春  张云  于军  朱锦旗 《水文地质工程地质》2006,33(3):1-6

根据近十几年来分层标和含水层水位观测资料分析了常州地区土层压缩变形特征,表明承压含水砂层中的压缩变形不容忽视,且含水砂层的压缩变形与弱透水层的粘土、粉质粘土相似,均表现出明显的变形滞后现象.为此从水位与时间关系、土层变形与时间关系和水位与变形关系出发,结合室内试验方法,通过选取常州地区含水层系统中第一、二、三承压含水层以及二、三承压含水层间弱透水层和第三承压含水层下覆弱透水层的原状土样,采用单轴侧限压缩试验,分析了常州地区砂土和粉质粘土的次固结（蠕变）特性.试验结果表明常州地区不论是粉质粘土还是砂土,均存在一定的次固结变形,从而启示我们该地区地面沉降模拟中应同时考虑含水砂层的蠕变特性.  相似文献   

金川软岩蠕变破坏机理电镜实验研究   总被引：1，自引：0，他引：1  

汪为巍  曹平 《岩土工程技术》2007,21(2):60-63

为探讨金川矿岩石蠕变破坏机理,应用微观扫描电镜(SEM)对蠕变受力情况下岩石破坏断口微观形态进行了观察研究,并分析了其产生的微观破坏机制。结果表明:岩石蠕变断裂的微观机制主要是拉伸、剪切作用下岩石发生脆性断裂,从岩石断裂微观形态研究岩石蠕变断裂,可以更好的揭示岩石断口微观形貌特征、裂纹生核、扩展、及断裂方式与岩石蠕变演进过程的联系。  相似文献   

云母石英片岩的三轴蠕变试验研究   总被引：1，自引：0，他引：1  

陈文玲  赵法锁 《工程地质学报》2007,15(4):545-548

在三轴蠕变试验的基础上,通过对径向蠕变和轴向蠕变的比较研究,得出云母石英片岩的蠕变变形和长期强度特点:径向蠕变变形比轴向蠕变变形敏感,以径向蠕变长期强度作为长期强度更合理;围压越大,对径向变形的约束能力越强,径向蠕变长期强度和轴向蠕变长期强度均增加,径向蠕变长期强度与轴向蠕变长期强度的比值减小。同时指出进行径向蠕变研究的意义。  相似文献   

双轴压缩条件下绿片岩的蠕变规律研究     

张文生  熊良宵 《地质灾害与环境保护》2020,(1):75-80

在锦屏二级水电站辅助洞绿片岩的双轴压缩蠕变试验结果的基础上,研究了应力路径对双轴压缩蠕变变形的影响。结果表明:当侧向应力相同时,随着轴向应力的增加,轴向稳态蠕变阶段的变形速率逐渐增加;当轴向应力相同时,随着侧向应力的增加,轴向稳态蠕变阶段的变形速率逐渐减小。  相似文献   

软岩的强度—变形—时间之间关系的试验分析   总被引：6，自引：4，他引：2  

廖红建  赵树德 《岩土力学》1998,19(2):8-13

对软岩和有不连续面的软岩试样进行一系列固结不排水三轴压缩和蠕变试验,测定并分析了它们在正常固结和超固结状态下的应变软化性状、蠕变特性和残余强度的变化规律。探讨了软岩中存在的不连续面对应力－应变关系、残余强度特性和蠕变应变速率的影响。  相似文献   

Process identification at a slow‐moving landslide in the Vorarlberg Alps     

Falk Lindenmaier  Erwin Zehe  Angela Dittfurth  Jürgen Ihringer 《水文研究》2005,19(8):1635-1651

A fine‐grained slope that exhibits slow movement rates was investigated to understand how geohydrological processes contribute to a consecutive development of mass movements in the Vorarlberg Alps, Austria. For that purpose intensive hydrometeorological, hydrogeological and geotechnical observations as well as surveying of surface movement rates were conducted during 1998–2001. Subsurface water dynamics at the creeping slope turned out to be dominated by a three‐dimensional pressure system. The pressure reaction is triggered by fast infiltration of surface water and subsequent lateral water flow in the south‐western part of the hillslope. The related pressure signal was shown to propagate further downhill, causing fast reactions of the piezometric head at 5·5 m depth on a daily time scale. The observed pressure reactions might belong to a temporary hillslope water body that extends further downhill. The related buoyancy forces could be one of the driving forces for the mass movement. A physically based hydrological model was adopted to model simultaneously surface and subsurface water dynamics including evapotranspiration and runoff production. It was possible to reproduce surface runoff and observed pressure reactions in principle. However, as soil hydraulic functions were only estimated on pedotransfer functions, a quantitative comparison between observed and simulated subsurface dynamics is not feasible. Nevertheless, the results suggest that it is possible to reconstruct important spatial structures based on sparse observations in the field which allow reasonable simulations with a physically based hydrological model. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献