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1)  unloading stress
卸荷应力
1.
Based on analyzing the existing literature about the research on coupling of the seepage and unloading stress of the fractured rock and by means of collection, analysis of data in field and simulation test in laboratory, a coupling model of seepage and unloading stress is set up, which is verified and tested by the field data and simulation test.
通过对目前裂隙岩体渗流与应力耦合现状研究资料的查阅分析 ,采用现场数据采集 ,整理分析与模拟试验三者相结合的研究方法 ,建立裂隙岩体渗流场 -卸荷应力场的耦合作用模型 ,并通过现场数据与模拟试验对模型进行验
2)  unloading stress path
卸荷应力路径
1.
However,researches on the rheological property under unloading stress path are seldom taken into account.
当前,对此流变行为的研究多建立在加载力学基础上的岩石流变试验,而未考虑岩石卸荷应力路径下的流变特性,往往与实际力学过程不相吻合。
2.
Comparison between the results obtained from the improved model and tests shows that the proposed rheological model can describe the overall rheological deformation law of rock with time under unloading stress path.
根据卸荷应力路径下锦屏大理岩的流变变形特点,以Cristescu本构模型为基础,通过试验结果确定模型参数,并在模型参数的确定过程中考虑卸荷应力路径的影响。
3)  unload response
卸荷响应
4)  effect of unloading
卸荷效应
1.
The effect of unloading is not considered in the traditional slope stability analysis method.
传统计算方法未考虑卸荷效应对岩体力学参数的弱化。
5)  unload force
卸荷力
6)  pressure unloading
卸荷压力
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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