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石灰岩变形模式的讨论
引用本文:王宝生,马瑾,许秀琴.石灰岩变形模式的讨论[J].防灾减灾工程学报,1987(4).
作者姓名:王宝生  马瑾  许秀琴
作者单位:国家地震局地质研究所,国家地震局地质研究所,国家地震局地质研究所
摘    要:在三轴压力和10~(-4)/秒的应变速率下,对广西苹果石灰岩分别进行了压缩试验和摩擦实验,确定了两种变形模式。据此推测,石灰岩在地壳岩石的深度条件下、完整石灰岩的不稳定破坏可能发生在5公里以上;粘滑破坏可能发生在8-13公里之间;其他的深度变形都是稳定的或准稳定的,深度大于20公里,断层的存在已没有任何意义。


A DISCUSSION OF DEFORMATION MODEL OF PINGGUO LIMESTONE
Abstract:Pingguo Iimestons was studied experimentally under triaxial stress and strain rate of 10~(-4)/S. For intact limestone:the brittle failure field is below confining pressure(Pc)of 150 MPa,the ductile flow field is above 200 MPa the brittle-ductile transition is between 150-200 MPa. For sawcut limestone:the stable sliding field is below 200 MPa, stick-slip failure field is between 250-380 MPa,above 400MPa is another stable deformation field.Below and above the stick-slip field,There are two transitions to stable sliding field at both ends of the stick-slip field. Presumably,the unstable failure of intact limestone occurs only at depth less then 5 km,the stick-slip failure may occur between 8-13 km. In other crustal depth,the deformation of limestone is always stable or quasistable.The presence of fault has no any significance below depth of 20 km.
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