摘要
通过理论推导建立了考虑浆液黏度时变性的单裂隙动水注浆扩散模型。研究结果填补了在动水条件下考虑浆液黏度时变性注浆扩散理论模型的空白,对于根据具有不同黏度时变性的浆液和不同水流流速来设计注浆工艺有一定的指导作用。
A mathematical model for grouting into a fracture with flowing water based on time-dependent behavior of viscosity was built through theoretical analysis. The study results fill the gaps of having not a mold for grouting into single fracture with flowing water based on time-dependent behavior of viscosity. And it can improve the technology of grouting based on different time-dependent behavior of viscosity and the velocity of flow.
出处
《重庆交通大学学报（自然科学版）》
CAS
北大核心
2011年第A01期536-537,669,共3页
Journal of Chongqing Jiaotong University(Natural Science)
关键词
裂隙
动水注浆
注浆模型
黏度
时变性
rock fracture
grouting with flowing water
grouting model
viscosity
time-dependent behavior
