Advances in Civil Engineering / 2018 / Article / Tab 1

Research Article

Study of Post-Peak Strain Softening Mechanical Behaviour of Rock Material Based on Hoek–Brown Criterion

Table 1

Data of the Hawkesbury sandstone in triaxial compression tests.

Confining pressure (MPa)At the peakAt the starting point of the residual stage
(10−3) (Mpa) (°) (10−3) (Mpa) (°)


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