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.
根据试验结果及模型简化拟合得出了常规三轴压缩条件下煤岩的分段本构方程。
The segmental constitution equation of coal is obtained through fitting method according to the triaxial compression test results and simplified model.
另外，在直觉模糊半度量空间中，讨论了一个非线性压缩条件下的公共不动点定理。
What is more, we offer a common fixed point theorem under the linear contractive condition in the setting of an intuitionistic fuzzy metric space.
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