The two data correspond to uniaxial compression and tension, respectively.
两个数据对应单轴压缩和张力，分别。
The stochastic damage constitutional law models of concrete under uniaxial tension, uniaxial compression and biaxial tension compression combination are established.
建立了混凝土单轴受拉、轴受压与双轴拉压组合条件下的随机损伤本构关系模型。
The simulation results show that both uniaxial compression and biaxial tension can enhance the hole mobility.
模拟结果显示：无论是单轴压应力还是双轴张应力，都使得空穴迁移率增大。
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