岩石粘滑的自锁模型及数值模拟
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A SELF-LOCK MODEL OF STICK-SLIP AND ITS NUMERICAL SIMULATION
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    摘要:

    本文根据岩石摩擦的自锁模型,通过数值模拟讨论了围压和围压介质刚度对粘滑及其应力降的影响。结果表明:围压的增大有利于发生粘滑;粘滑应力降随围压的增大而增大;天然地震应力降低于室内粘滑应力降是由围压介质刚度引起的。

    Abstract:

    In this paper,we put forward a self-lock model of rock friction, reflecting the relationship of confining pressure and stick-slip. In addition, we discussed the influences of confining pressure and confining stiffness on stick-slip and its stress drop with numerical simulation. The results indicate that:1. The increasing of confining pressure is advantageous to stick-slip. 2. The stress drop of stick-slip increases with the increasing of confining pressure. 3. That the stress drops of natural earthquakes are not as great as that of laboratory experiment is caused by confining,stiffness.

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陈铁民,陶振宇.岩石粘滑的自锁模型及数值模拟[J].地震工程学报,1993,15(1):39-44. Chen Tiemin, Tao Zhenyu. A SELF-LOCK MODEL OF STICK-SLIP AND ITS NUMERICAL SIMULATION[J]. China Earthquake Engineering Journal,1993,15(1):39-44.

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  • 收稿日期:1992-02-11
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  • 在线发布日期: 2017-06-24