宏观非均匀性对岩石微震序列类型和破裂方式影响的数值试验研究

英文篇名：Numerical test of influence of macroscopic heterogeneity on seismic sequence types and mode of rock failure
中文刊名：地震
英文刊名：Earthquake
作者：李宇彤 ; 焦明若
英文作者：LI Yu-tong~(1 ; 2) ; JIAO Ming-ruo~2(1.College of Earth and Space Science ; University of Science and Technology of China ; Hefei 230026 ; 2.Earthquake Administration of Liaoning Province ; Shenyang 110031)
中文关键词：宏观非均匀性 ; 破裂过程 ; 微震序列类型 ; 变形局部化
英文关键词：Macroscopic heterogeneity ; Failure process ; Seismic sequence type ; Strain localization
出版日期：2005-11-26
机构：中国科学技术大学地球和空间科学学院,辽宁省地震局安徽合肥230026,辽宁省地震局,辽宁沈阳110031 ,辽宁沈阳110031
年：2005
期：04
出版单位：地震

摘要

运用岩石破裂过程分析RFPA2D系统,研究了岩石介质宏观非均匀性(含裂纹)对宏观力学行为和微震序列类型的影响。通过对5种不同岩石介质结构的宏观非均匀性样本进行破裂过程的数值模拟,发现非均匀程度不同会产生不同地震序列类型,主要有:前震-主震-余震型、主震型和震群型。此外,对5种不同均质度系数的岩石样本破裂过程的模拟。结果表明,岩石介质结构的宏观非均匀性不仅对岩样宏观强度和宏观变形非线性行为有显著的影响,而且也显著地影响试样破裂模式。随着非均匀程度的降低,主破裂呈现脆断模式,而随着非均匀程度的增加而呈现韧性破坏特征。
A numerical method,RFPA~(2D) used in analysis of rock failure process,is applied to study the influence of macroscopic heterogeneity on macroscopic mechanical behavior of rock failure and seismic sequence types.The failure processes of rock samples with 5 different kinds of macroscopic heterogeneity are simulated by numerical calculations.The results show that rock failure with different heterogeneities can produce different seismic sequence types,mainly including: foreshock-main shock-aftershock,main shock and swarm type.Besides,the numerical simulation of rock failure with 5 different kinds of heterogeneities shows that the macroscopic heterogeneities affected the non-linear behavior of rock deformation and macroscopic strength as will as failure mode obviously.With the decreasing of heterogeneity,the main failure process presents brittle behavior,and vice versa,with the increasing of heterogeneity,failure process presents ductile behavior.

引文

[1]朱传镇,王琳瑛.前震活动特征及其识别的研究(I)[J].地球物理学报,1996,39(1):80-88.
    [2]林邦慧,李大鹏,刘杰,等.前震和前震序列的研究[J].地震学报,1994,16(增刊):24-38.
    [3]Mogi K.On the time distribution of aftershocks accompanying the recent major earthquakes in andnear Japan[J].Bull Earthquake Res Inst,1962,40,107-124.
    [4]Mogi K.Study of elastic shocks caused by the fracture of hetergeneous materials and its relation tothe earthquake phenomena[J].Bull Earth Res Inst,1962,40:1-31.
    [5]Tang Chun′an,Xu Xiaohe.Evolution and propagation of material defects and Kaiser effect function[J].Journal of Seismological Research,1990,13(2):203-213.
    [6]Tang Chun′an,John A Hudson,Xu Xiaohe.Rock Failure Instability and Related Aspects of Earth-quake Mechanisms[M].Beijing:China Coal Industry Publishing House,1993.50-60.
    [7]焦明若,唐春安,张国民,等.细观非均匀性对岩石破裂过程和微震序列类型影响的数值试验研究[J].地球物理学报,2003,46:659-666.
    [8]Tang Chun′an,Kaiser P K.Numerical simulation of Cumulative Damage and Seismic Energy ReleaseDuring Brittle Rock Failure-PartⅠ:Fundamentals[J].Int J Rock Mech Min Sci,1997,35(2):113-121.
    [9]Tang Chun′an.Numerical simulation of rock failure and associated seismicity[J].Int J Rock MechMin Sci,1997,34(2):249-262.
    [10]Brandy B H G,Brown E T.Rock Mechanics for Underground Mining[M].Second Edition,Lon-don,UK.Chapama&Hall,1993.106-108.
    [11]茂木清夫.日本的地震预报[M].庄灿涛等译.北京:地震出版社,1986.135-136.