讨论了单轴压缩条件下岩石全应力-应变曲线各个阶段的物理含义；
The physical meaning of complete stress-strain curve of rock at each stage is discussed under true uniaxial compression.
在试验的基础上进一步探讨了岩石全应力-应变过程渗流特点之机理。
On the basis of tests, the mechanism of seepage characteristics of complete stress-strain process is discussed.
获得了不同应力状态下的岩石强度极限值和岩石的三向全应力应变曲线。
The rock strength limit value under different stress states and the strain curve of 3-dimensional full stress are obtained.
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