此结论进一步得到一种带缺口剪切蠕变试验的验证。
And this conclusion has also been verified by double shear creep deformation.
在试验研究的基础上，提出了结构面蠕变的剪切蠕变方程。
Based on experimental study, the shear creep constitution equations of structural planes are proposed.
最后分析各大理岩岩样的平均粗糙角与剪切蠕变模型参数的变化规律。
Finally, the variation law of average roughness Angle of marble specimen and shear creep model parameters is analyzed.
瞬时剪切行为存在加载速率、温度相关性；剪切蠕变曲线形状和蠕变寿命与温度及应力大小有关。
Shortterm shear behaviors depend on loading rate and test temperature while the shapes of the shear creep curve and the creep lives depend on test temperature and stress.
在室内剪切蠕变试验研究的基础上，对成都地区卵石土的流变特性及长期强度特征作一初步探讨。
According to the result of shear creep test, the rheologic behavior and long term strength of gravel. have been studied in this paper.
通过规则齿形结构面在双轴应力条件下的蠕变试验，对规则齿形结构面剪切蠕变特性进行了深入的研究，分析了规则齿形结构面蠕变的基本规律。
Testing study is made on the creep characteristic of regularly dentate discontinuity in the condition of two-axial stresses, and the normal creep rule of regularly dentate discontinuity is analyzed.
双剪切试样是设计用于研究镍基单晶超合金的蠕变问题。
The double shear specimen was designed for the study of the creep behavior of nickel base single crystal superalloys at high temperature.
利用自行改装后的三轴蠕变仪对海相沉积的营口软土进行蠕变试验，获得了在不同围压、不同偏应力条件下的剪切应变与时间关系数据。
The relationship between shear strain and time of Yingkou soft soil is obtained under a series of different cell pressures and different deviator stresses.
对滑坡滑带土进行剪切流变试验，得到长期强度和进入加速蠕变的临界强度。
The shear and rheologic tests related to sliding soil within landslide zones are conducted and long-term strength as well as critical strength of acceleration creep are obtained accordingly.
结果表明，双剪切试样受剪区域的应力状态基本为均匀分布且随蠕变时间变化很小。
The results show that there is a near uniform stress state in the shear zone.
结果表明，双剪切试样受剪区域的应力状态基本为均匀分布且随蠕变时间变化很小。
The results show that there is a near uniform stress state in the shear zone.
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