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耿乃光, 刘晓红. 四种岩石的摩擦滑动特征[J]. 岩土工程学报, 1987, 9(3): 27-32.
引用本文: 耿乃光, 刘晓红. 四种岩石的摩擦滑动特征[J]. 岩土工程学报, 1987, 9(3): 27-32.
Geng Naiguang, Liu Xiaohong. The Frictional Characteristics of Four Kinds of Rocks[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(3): 27-32.
Citation: Geng Naiguang, Liu Xiaohong. The Frictional Characteristics of Four Kinds of Rocks[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(3): 27-32.

四种岩石的摩擦滑动特征

The Frictional Characteristics of Four Kinds of Rocks

  • 摘要: 用双剪法对四种岩石的摩擦滑动特征进行了实验研究。研究的岩石有济南辉长岩、点苍山大理岩、周口店石灰岩和小浪底砂岩。实验的正应力为20、40和近60MPa。实验表明辉长岩岩块在上述正应力下均发生粘滑现象。当正应力为20MPa时,粘滑过程中出现位移弱化现象。当正应力为40和52.5MPa时,在粘滑过程中保持稳定的摩擦强度。当正应力为57MPa时,粘滑过程中出现位移强化现象。大理岩和砂岩当正应力为20MPa时发生稳滑,当正应力提高到40MPa时发生粘滑并出现位移弱化现象。石灰岩实验未观察到粘滑现象。辉长岩与大理岩之间的摩擦出现粘滑,位移弱化现象非常显著。摩擦强度除砂岩等于拜尔利(Byerlee)定律的值外,其它资料均低于拜尔利定律的值,在出现位移弱化场合,粘滑发生前的声发射前兆不显著,而出现位移强化的场合,粘滑的声发射前兆非常显著。本文分析了出现位移强化和位移弱化的原因,讨论了摩擦滑动实验研究的意义。

     

    Abstract: The experimental studies on frictional sliding of four kinds of rocks were made by the double shear test method. The samples were made of Jinan gabbro, Dianchangshan marble, Zhoukoudian limestone and Xiaolangdi sandstone. The applied normal stresses a in experiments range from 20 to 60 MPa. Under these normal stresses in experiments on gabbro the stick-slip happened. When σ = 20MPa the displacement weakening was observed. When σ = 40MPa and σ =52.5MPa the friction strength was kept cconstant in process of stick-slip. When σ =57MPa the displacement hardening was obserTed. For marble and sandstone when σ=20MPa the stable sliding happened. When σ=40MPa the stick-slip happened and the displacement weakening was observed. For limestone no stick-slip was observed. The friction between gabbro and marble exhibited stick-slip with visible displacement weakening. The friction strength is lower than that of Byerlee's law except sandstone. In the case of displacement hardening, the premonition of AE before stick-slip is quite obvious while for displacement weakening, the case is opposite. The nature of displacement hardening and displacement weakening are analyaed. The meaning of study on friction of rocks is discussed.

     

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