Abstract: The friction behavior of faulted granite samples, with size of Φ 20 mm×40mm and saw-cut at an angle of 35° to σ₁ axis, was experimentally studied under various water containing conditions and tri axial compression. The stability during stable sliding or stick-slip was emphasized. Three types of polished fault surface are considered:(1)two surfaces contact directly without any gouge in between, used to simulate the friction behavior of brittle fault;(2)the preset fault is filled with 0.25g quartz powder with mean grain size of 10μm, used to simulate the friction behavior of a fault containing brittle gouge;(3)the preset fault is filled with 0.25g clay fault gouge with grain size of <10μm, used to simulate the friction behavior of a fault containing ductile gouge. The water content ranges from dry to water saturated, and the pore pressure ranges from 20 to 150MPa. The following conclusions can be drawn from the results of the experiment:(1)The mode of faulting is strongly influenced by the existence of water. For dry polished surfaces without any gouge, there is a certain range of confining pressure in which stick-slip behavior exists. This range of confining pressure may shrink quickly when water enters and forms pore pressure on sliding surface, i.e. the friction behavior turn to stable sliding. For samples with quartz powder, frictional behavior changes from stable sliding to stick-slip when dry gouge becomes wet, and return to stable sliding again when gouge is saturated and undrained. In this case, there exists also a certain range of confining pressure in which stick-slip behavior exists. For samples with clay gouge, frictional sliding keeps stable under any humidity and pore water pressure.(2)Experimental study also shows that stress drop of stick-slip is dependent on the water content. For samples without gouge, stress drop decreases with increasing water content in rock. For samples with quartz powder gouge, however, stress drop increases quickly at first and then slowly with increasing of water content in gouge under drained condition; under undrained condition, stress drop is small at first, then gets larger, and becomes small again when the content of water in gouge increases. When the samples are loaded with pore water pressure, frictional sliding turns to stable and the stress drop tends to zero.(3)Water influences the velocity dependence of frictional sliding of the tested rock samples. The velocity dependence of samples without gouge is velocity weakening at any water content. For the samples filled with quartz powder, it is velocity weakening when the water content ranges from dry to wet, i.e. at different humidity, and becomes velocity strengthening when pore pressure exists on the fault; for the samples filled with clay fault gauge, it is always velocity strengthening.(4)Based on velocity weakening model of friction instability and by considering the order of fault zone from no any gouge, to containing quartz powder gouge and clay gouge as a transition from brittle to ductile regimes, a conceptional model has been established for the relationship between the stability of faulting and the influential factors including fault property, water content and confining pressure(depth). Brittle fault displays velocity weakening in most cases of various water contents, and stick-slip appears in the region of low water content, while stable sliding appears when the water content becomes high(high pore pressure). Semi brittle or semi ductile fault displays velocity weakening when water content is relatively low, and stick-slip may exist; but it will displays velocity strengthening when high pore pressure appears, and the sliding will be stable. Ductile fault always displays velocity strengthening at any water content, and the sliding is always stable.(5)A conclusion can be drawn from the experimental results of this study in the light of pore pressure theory: Entering of water will decrease the stability of the fault system but the existence of water may increase its stability; the former effect can be called“mechanical effet of waster” and the latter can be called“chemical effet of waster”.These are two important aspects when we con-cider the influence of water or fluids on the stability of fault or rock mass. The ranges of confining pressure and pore pressure adopted in this study are comparable with the geological condition from ground surface to a depth of about 6km.Wester appears as free waster in this depth range. Therefore, these experimental results may provide an insight into the geological phenomena in shallow part of the crust the mechanisms and prediction of earthquakes and geological engineering problems etc. For example, it can be used as the criteria of the effect of water on fault stability in numerical simulation of seismic activity, and can also used for analyzing the mechanism and activity of reservoi,induced earthquake. Some reservoi,induced earthquakes show that earthquake activity occurs only at the beginning of waster storage or during the storaging period, then it becomes less and less. Accarding to the results of this study, the former one is dueto the“mechanical effect of water”,and the latter is dueto the“chemical effect of waster”.

Key words: fault stability, water effect, experimental study

摘要： 在不同含水条件下研究了光面、含脆性物质夹层和含延性物质夹层3类断层的摩擦滑动行为,认为水对断层滑动稳定性和摩擦滑动的速度依赖性有重要影响.建立了含有岩性、围压(深度)和含水量3因素的断层活动稳定性的模式,认为脆性断层更多地表现为速度弱化,少量水的存在易于出现黏滑,高孔隙压时会表现为稳滑;半脆性或半延性的断层在少量水或较低孔隙压的情况下会表现出速度弱化,也就可能出现黏滑,但孔隙压较高后,会表现出速度强化,滑动也就会是稳定的;延性断层多为速度强化,不出现黏滑.提出水的进入降低了系统的稳定性,水的存在增加了系统的稳定性.这是考虑水或一般流体对岩体或断层活动稳定性影响时需要考虑的两个方面.

关键词: 断层活动稳定性, 水的影响, 实验研究