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For the conditions considered in this work, bubble size increase is enough to displace the weight required to overcome the fluid shear strength and yield the surroundings.
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Laboratory experiments on rock friction have indicated that the injection of pore fluids effectively decreases shear strength (Kato et al., 2003).
It correlates to the volume change tendency, the pore fluid conductivity, and the shear strength of the soil.
This process describes how the first bubbles appear on the surface of a 7 Pa shear strength fluid a few seconds after being jarred.
The cementitious grout acts like a Bingham fluid, with a yield shear strength to which the penetration length can be linked.
A study was undertaken to assess the impact of high-pH fluid circulation on the shear strength behaviour of a backfill material.
These results are consistent with the decrease of shear strength due to fluid diffusion and a slow slip, for which fluid is significant for the generation (e.g., Suzuki and Yamashita 2010).
As a result, it is most plausible that the decrease of the shear strength due to fluid associated with a slow slip played the most important role in the cluster activity.
Typical cement slurry properties such as basic rheology, thickening time, compressive strength, shear strength, free water and fluid loss can be directly influenced/modified when mixing conditions change.
They concluded that the activity would be triggered by the increase of pore pressure due to fluid, that is, the decrease of the shear strength.
In view of this, the influence of interface defects on shear strength at CII and fluid channeling is discussed in this paper.
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