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The time dependence of friction of rock joints

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TLDR
For the determination of the time dependent friction behavior on rock joints laboratory tests (in principle direct shear test) are conducted as mentioned in this paper, and the results show that the friction resistance depends on shear rate and relative movements.
Abstract
For the determination of the time dependent friction behaviour on rock joints laboratory tests (in principle direct shear test) are conducted. “Opalinuston” as a weak rock was used as test material. The tests are carried out under controlled strain conditions at different shear rates. The results show that the friction resistance depends on shear rate and relative movements. For constant relative movements and a constant normal stress a logarithmic relation between friction resistance and shear rate results. By determining the dependence of the viscoplastic friction on relative movement a creep curve can be deduced describing the friction behaviour of a joint in the examined time range.

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Citations
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Journal ArticleDOI

Effects of Temperature and Sliding Rate on Frictional Strength of Granite

TL;DR: In this article, the velocity dependence of the steady-state coefficient of friction (μ ss) was determined by comparing sliding strengths at different sliding rates, and the results were consistent with those reported by Solberg and Byerlee (1984) at room temperature and Stesky (1975) between 300 and 400 °C.
Journal ArticleDOI

The influence of shear velocity on the frictional resistance of rock discontinuities

TL;DR: In this paper, the authors made an experimental investigation using a dynamic direct shear machine and found the frictional resistance of rock joints to be dependent on the rate of shear displacement and that the magnitude of this effect was quite variable, depending mainly on the rock type and normal stress level.
Journal ArticleDOI

Shear Rate Effects on the Post-peak Shear Behaviour and Acoustic Emission Characteristics of Artificially Split Granite Joints

TL;DR: In this paper, direct shear tests at various shear rates (0.001-0.1mm/s) under different normal stresses (3-40 MPa) are conducted on split granite joints, and the influences of shear rate on the shear strength, post-peak shear behaviour and acoustic emission (AE) characteristics are analyzed and discussed.
Journal ArticleDOI

The Influence of Shearing Velocity on Shear Behavior of Artificial Joints

TL;DR: In this paper, the effects of shear velocity on the shearing behavior of artificial joints have been studied at different normal stress levels, and the results of the shear tests show that the shears parameters of joints, such as shear strength, shear stiffness and friction angle, are related to the hear velocity.
Journal ArticleDOI

Influences of Normal Loading Rate and Shear Velocity on the Shear Behavior of Artificial Rock Joints

TL;DR: In this article, the effect of loading rate on the shear behavior of rock joints was investigated in large underground petroleum storage caverns, such as Jurong Rock Cavern under construction in Singapore.
References
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Journal ArticleDOI

Duplication of Dilatancy in Analysis of Jointed Rocks

TL;DR: In this paper, the authors demonstrate that dilatancy parameters affect the results of stress and limit equilibrium analyses of jointed rock masses and present a sophisticated analogue intended for computer modeling and a working program based on finite element analysis.
Journal ArticleDOI

Influence of machine stiffness and shear rate on the friction behaviour of rock joints

TL;DR: In this article, a servo-controlled shear testing machine is described, which eliminates the influence of the stiffness of the testing machine, and the results of friction tests conducted on conventional shear machines are compared with those obtained with the new machine.
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