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Open image in new window Fig. 10 Effects of the maximum effective confining pressure on the compression coefficient of the rock after cycle (the effective confining pressure is 9 MPa).
However, when the effective confining pressure is high, the plastic deformation will gradually accumulate with the increase in cycles, so that the pore space of the sample will become smaller and smaller, and the effect of the maximum effective confining pressure on the sample compression coefficient will increase with the increase in the number of cycles.
Therefore, the difference between confining pressure and pore pressure at this moment was called the maximum effective confining pressure.
Figure 10 shows the relationship between the compression coefficient of the rock and cycles under different maximum effective confining pressure.
Therefore, when the maximum effective confining pressure was low, the plastic deformation of the rock was small after each test of compression coefficient.
When the elastic limit of rocks rose to the maximum effective confining pressure, the compression coefficients of two adjacent cycles were basically the same.
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The effect of effective confining pressure on stiffness degradation was obvious, while the effect of initial shear stress was unclear.
The maximum effective transport radius is 300 kilometres (186 miles).
effective confining pressure.
Figure 19 Reference cumulative shear strain vs effective confining pressure.
Open image in new window Fig. 4 Change laws of the compression coefficient with cycles and effective confining pressure (effective confining pressure is the difference between the confining pressure and pore pressure; the temperature is 280 °C).
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