本论文在研究粘性土结构的基础上，逐步揭示其渗流机制，为后续渗流设计提供可靠依据。
This thesis announces its seepage mechanism gradually on the basis of studying cohesive soil's construction, offer the reliable practice basis for the fact that the follow-up seepage is designed.
蒙脱土悬浮液体系的粘性变化、结构触变性以及流变模型的建立，为评价、预测和改变涂料工艺性能提供试验依据。
The change of viscosity, structural thixotropy and foundation of rheologic model provide experimental evidence for evaluating, prognosticating and altering the technical performance of coating.
现代抗震设计研究中，为了考虑土-结构体系的相互作用，必须在计算模型中引入粘性边界。
In modern design for aseismatic structures, viscous boundaries have to be introduced to take account of the soil-structure interaction.
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