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Degradation model of the dynamic mechanical properties and damage failure law of sandstone under freeze-thaw action
مدل تخریب خواص مکانیکی پویا و قانون شکست خسارت ماسه سنگ تحت عمل ذوب انجماد-2020 In the construction process of alpine regions, the construction zone is often subjected to blasting vibrations,
heavy truck transportation vibrations, earthquakes and other dynamic loads. It is of great significance to analyse
the dynamic mechanical properties of a rock mass under the coupling action of freeze-thaw cycles and dynamic
loading. In this paper, the degradation laws of the static mechanical parameters and dynamic mechanical parameters
and the failure modes of the sandstone are studied by static mechanical tests, electron microscopic tests
and uniaxial impact compression tests on sandstone samples with different numbers of freeze-thaw cycles under
impact loading. The test results show that the dynamic increase factor (DIF) is affected by the number of freezethaw
cycles and the strain rate, and the strain rate is the dominant factor. For the dynamic increase factor of the
elastic modulus DIFE, the effect of the strain rate on the DIFE is much smaller than that on the DIF, and the
variation in the DIFE decreases with the increase in the number of freeze-thaw cycles. When the strain rate is
constant, the dynamic compressive strength of the sandstone samples decreases exponentially with an increase in
the number of freeze-thaw cycles. When the number of freeze-thaw cycles is constant, the dynamic compressive
strength of the sandstone samples increases linearly with increasing strain rate. The dynamic compressive
strength degradation model of sandstone considering the number of freeze-thaw cycles and strain rate is obtained
by fitting the experimental data. In the early stage of the freeze-thaw cycle, the main dynamic failure mode of
sandstone under the action of freeze-thaw cycles and a lower impact load is the axial splitting failure mode, while
the dynamic failure mode of sandstone under freeze-thaw action and a higher impact load is the crushing failure
mode. The research results can be used to predict the dynamic compressive strength of rock under different strain
rates and varying numbers of freeze-thaw cycles and provide a theoretical basis for similar engineering
construction. Keywords: Freeze-thaw cycles | Impact load | Strain rate | Dynamic response |
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