Meanwhile, shear strength, splitting tensile and flexural toughness experiments have been conducted using four types of steel fiber on steel fiber reinforced high strength concrete (SFRHSC).
此外，本文还利用不同类型钢纤维进行了钢纤维高强混凝土的抗压强度、抗剪强度、劈拉韧性和弯曲韧性试验。
Under the condition of unloading, shear wave splitting phenomenon also can be measured on CM rocks.
在未加载的状态下，发现两组岩样都有明显的波速方位各向异性。
The main parameters of shear-wave splitting are respectively polarization of fast shear-wave, and time delay of slow shear-wave.
快剪切波偏振方向与慢剪切波时间延迟是描述地震各向异性的两个主要参数。
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