Journal
INTERNATIONAL JOURNAL OF FATIGUE
Volume 106, Issue -, Pages 175-184Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.ijfatigue.2017.10.007
Keywords
Rock joints; Cyclic shear loading test; Fatigue damage; Shear mechanism; Triangular asperities
Funding
- National Natural Science Foundation of China [41372356, 51308567, 51108485]
- Fundamental Research Funds for the Central Universities in China [106112014CDJZR200008]
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In this study, the shear mechanism of fatigue damage in rock joints with first-order and second-order triangular asperities under pre-peak cyclic loading conditions is investigated in laboratory. A monotonic shear test is firstly conducted to determine the shear strength in rock samples containing joints with different orders of asperities. Secondly, influence of the pre-peak cyclic loading conditions with various numbers of cycles on the shear mechanism of fatigue damage in rock joints is studied at constant normal stress. In the cyclic loading conditions, two consecutive steps, such as load-controlled and displacement-controlled, are applied in tests. The load controlled step is used to achieve the cycles of pre-peak loading in shear tests, and the displacement-controlled step is then applied to realize the final failure of rock samples with constant rate of 0.5 mm/min. Moreover, the effects of shear loading, rates, numbers of cycle and cyclic shear loading magnitude on fatigue damage, peak shear strength and residual shear strength of rock joints are researched. We found that fatigue damage occurs at the second-order asperities in the upper and lower blocks within low number of cycles, but the fatigue cracks initiated with initiation angle of 90 with respect to the first-order asperities in the upper and lower blocks coalesce with each other (or rock joints) within the high number of cycles. Meanwhile, the variations of peak shear strength and residual shear strength of rock joints within low number of cycles are also different from ones within the high number of cycles.
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