Rheologic property of soil is theoretically studied based on intrinsic time theory in this paper.
利用内蕴时间理论对土的流变性进行了理论研究。
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.
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。
Ground settlement is discussed based on relevant conclusion of rheologic property of soil with intrinsic time theory in this paper.
应用基于内蕴时间理论的土流变性研究的有关结论对地基沉降问题进行了探讨。
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