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.
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.
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