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受压岩石裂隙相互作用导致破裂的机理
引用本文:孔园波,华安增.受压岩石裂隙相互作用导致破裂的机理[J].地球物理学报,1995,38(6):767-773.
作者姓名:孔园波  华安增
作者单位:中国矿业大学, 徐州 22108
摘    要:应用伪张力法,研究了在压应力状态下岩石内部任意多条随机微裂隙的相互作用和扩展聚集机理.即在受载岩石裂隙的相互作用下,形成一个裂隙较易聚集的方向,岩石的宏观破裂与此方向有关.给出了岩石宏观破裂判据,并确定了破裂面的方位.指出库仑准则所确定的初始剪切破裂方向仅为本文的一个特例.作为实例分析了雁形裂纹的形成和扩展机制.

关 键 词:微裂隙  相互作用  破裂面  
收稿时间:1993-05-03

MECHANISM OF CRACK-INTERACTION RESULTING INFAULTING IN BRITTLE ROCKS UNDER COMPRESSION
KONG YUAN-BO,HUA AN-ZENG.MECHANISM OF CRACK-INTERACTION RESULTING INFAULTING IN BRITTLE ROCKS UNDER COMPRESSION[J].Chinese Journal of Geophysics,1995,38(6):767-773.
Authors:KONG YUAN-BO  HUA AN-ZENG
Institution:China University of Mining &;Technology, Xuzhou 22108
Abstract:The mechanism of the Interaction and coalescence between arbitrarily distributed cracks in brittle rocks under the compression has been studied in this paper with the help of the method of pseudotraction.The criteria that can predict the orientation of the fracture of the macro-failure have been derived.In the meantime the paper shows that the direction of the initial shear failure predicted by COU-LOMBcriterion is one of the diterions directions given by the authors.As a practical case,this model has been applied to en echelon cracks.
Keywords:Micro-crack  Interaction  Rupture fracture  
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