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1·Uniaxial and Triaxial Creep Test.

单轴和三轴蠕变试验。

2·During the creep test, some basal dislocation changed non-basal dislocation.

在高温蠕变过程中，开动非基面位错。

3·Based on the creep test of soft layer, a mechanical model of creeping was proposed.

在弱层流变试验的基础上，建立了弱层流变力学模型。

4·The necessary test conditions, testing methods & equipment for creep test of rock specimens are described in this paper.

本文介绍了岩石蠕变试验所必需的试验条件、试验方法和试验设备。

5·Secondly, bending creep test was practiced to study viscous-elastic characters of asphalt mixtures modified by epoxy resin.

其次，采用弯曲蠕变试验研究了沥青混合料的粘弹特性。

6·A laboratory triaxial creep test to on-site specimens is carried out to study the creep properties of the carbonaceous phyllite.

通过对现场岩样的室内三轴蠕变试验，研究炭质千枚岩蠕变特性。

7·This article had proven the feasibility of electronic technology applied on the creep testing machines through the long time test.

本文通过长时间的试验证明了在蠕变试验机上应用电子技术的可行性。

8·Finally a model between asphalt mixture creep stiffness and temperature was build to simulate the test results of static creep tests.

基于静载蠕变试验结果建立了沥青混合料粘滞劲度模量与温度之间的转换模型方程。

9·According to the result of shear creep test, the rheologic behavior and long term strength of gravel. have been studied in this paper.

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。

10·Large samples uniaxial compressive creep test indicates, the flow deformation and failure of SLATE is controlled by its structure plane.

大试件单轴蠕变实验表明，板岩流动变形破坏受结构面控制。