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 mechanical condition of unloading engineering rock mass is essentially different from traditional loading rock mass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
The mechanical condition of unloading engineering rockmass is essentially different from that of traditional loaded rockmass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
There is essential difference between the mechanical condition of unloading engineering rock mass and loading engineering rock mass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
Due to the difference in stress paths between the loading and unloading conditions, it is unsuitable to apply mechanical model under loading condition to stability of tunnel excavation.
由于岩体在加载和卸载条件下应力路径的不同，仅采用加载条件下所建立的力学模型来研究隧道的开挖稳定性问题是不适合的。
The purposes of the tests are to determine, the consolidated condition of this layer in natural state, the in-situ shear strength and the variation of shear strength under loading and unloading.
试验的目的是为了明确该土层的天然固结状态，天然强度及加荷、卸荷状态下的强度变化规律。
The unloading car will alternatively stop and start against the operation condition of the conveyer, material level in the storehouse and blockage of the hopper.
根据现场设备运行状况，以及料仓料位和卸料车漏斗堵塞情况，适时启停卸料车。
Based on experimental results, the stress of the rc beams under different unloading condition is analyzed, the formulation is deduced and it provides a reference for the reinforcement design.
结合试验结果，对粘钢加固混凝土梁在不同卸载条件下的受力机理进行解析分析，推导相应计算公式，为加固设计提供参。
Stress distribution in the condition of SPT loading, unloading and design pressure reloading was simulated using elastic-plastic finite element model.
利用弹塑性有限元模型模拟多层圆筒在超压处理压力下，卸载后以及重新加载设计压力时的应力分布。
In addition, there is a certain recovery of deformation for pile body and anchor steel under the forward tension condition after unloading.
另外，卸载后，在正的受拉状态下，对于桩体和锚杆钢筋，变形均有一定程度的恢复。
In addition, there is a certain recovery of deformation for pile body and anchor steel under the forward tension condition after unloading.
另外，卸载后，在正的受拉状态下，对于桩体和锚杆钢筋，变形均有一定程度的恢复。
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